Montebello City Council
August 26, 2026

CITY OF MONTEBELLO

CITY COUNCIL

REGULAR MEETING
WEDNESDAY, AUGUST 26, 2026 AT 6:00 PM

CITY HALL COUNCIL CHAMBERS
1600 WEST BEVERLY BOULEVARD

MONTEBELLO, CALIFORNIA

CITY COUNCIL
Georgina Tamayo, Mayor
Danielle Romero, Mayor Pro Tem
Scarlet Peralta, Councilmember
Ric Alonzo, Councilmember
Salvador Melendez, Councilmember

CITY MANAGER
Raul Alvarez

CITY TREASURER
David Matanga

CITY ATTORNEY
Arnold M. Alvarez-Glasman

CITY CLERK
Christopher Jimenez

DEPARTMENT HEADS
Assistant City Manager
Fire Chief
Police Chief
Director of City Clerk Services
Director of Finance
Director of Human Resources
Director of Planning/Community Development
Director of Public Works
Director of Recreation and Community Services
Director of Transportation
Angelica Palmeros
Fernando Pelaez
Luis Lopez
Kimberly Guillen
Michael Solorza
Ramon Figueroa
Joseph Palombi
Cesar Roldan
David Sosnowski
John Soria

August 26, 2026: City Council Meeting Page 2 of 7

NOTICES
This City Council Meeting ("Council") will be held in person and will meet at City Hall – City Council Chambers, 1600 West Beverly Boulevard, Montebello, California. The meeting will be live-streamed and can be watched on the City’s website and YouTube Channel via the following link: https://www.montebelloca.gov, and may also be viewed on Spectrum Public Access Channel 3 for all Spectrum cable subscribers.

PUBLIC COMMENTS:

Remote: To watch the meeting and provide Live Comments on Agenda Items under Public Comment during the Meeting, join the Teams Webinar by calling: 917-768-4786 or using the Teams App with the following link:
https://teams.microsoft.com/meet/221541518316241?p=G7EnwfOhbXK8C6UzwL Meeting ID: 221 541 518 316 241 Passcode: hY3kE725
Phone Conference ID: 306 988 000#
In-Person: For those wishing to speak during the Public Comment period(s) or public hearing(s) of a City Council meeting, you may address the City Council in person on the day of the meeting. Speaker cards are available at the front of the Council Chambers. Please complete a speaker card and submit it to City Clerk staff prior to the applicable Public Comment or Public Hearing item. Speaker cards will be numbered and called in the order they are received.

Closed Session begins at 6:00 p.m., and Regular Session begins at 7:00 p.m.

AMERICANS WITH DISABILITIES ACT: In compliance with the Americans with Disabilities Act (ADA) any person with a disability who requires special accommodations in order to participate in a meeting should contact the Administration Office at (323) 887-1437 Monday-Thursday from 7:30 a.m.-5:30 p.m. Please call 48 hours prior to the meeting to ensure that reasonable arrangements can be made to provide accessibility to this meeting (28 CFR 35.102-35.104 ADA Title II 1203). If you require translation services, please contact the City Clerk’s office 72 hours before this meeting. Si necesita servicios de traducción, comuníquese con la Oficina del Secretario Municipal 72 horas antes de esta reunión. 如果您需要翻译服务，请在会议前 72 小时联系市书记员办公室.

RULES OF DECORUM:

Pursuant to Section 54957.95 of the Government Code, the presiding member of the legislative body conducting a meeting, or their designee, is authorized to remove, or cause the removal of, an individual for disrupting the meeting.

Any such removal will be preceded by a warning to the disruptive individual by the presiding member of the legislative body or their designee that the individual’s behavior is disrupting the meeting and that the individual’s failure to promptly cease their disruptive behavior may result in their removal.

AGENDA MATERIALS: The agenda and/or agenda packet are available for public inspection at City’s website at:

Agendas, Minutes, and Videos,

August 26, 2026: City Council Meeting Page 3 of 7

IN CONSIDERATION OF OTHERS, PLEASE TURN OFF, OR MUTE, ALL CELL PHONES AND PAGERS

THANK YOU FOR YOUR COOPERATION

OPENING CEREMONIES
CALL TO ORDER - 6:00 P.M.

ROLL CALL

ANNOUNCEMENT OF CLOSED SESSION ITEMS

PUBLIC COMMENTS ON CLOSED SESSION ITEMS
At this time, the public may submit a speaker card to the City Clerk staff for Closed Session items, prior to the beginning of this statement. Speakers will be called in the order received. Please be aware that the maximum time allotted for members of the public to speak on Closed Session items shall not exceed three (3) minutes per person. State Law prohibits the City Council from taking action or entertaining extended discussion on a topic not listed on the agenda. Please show courtesy to others and direct all of your comments to the Mayor and City Council.

CLOSED SESSION
The City Attorney shall provide a briefing on the item listed for Closed Session as follows:

1. CONFERENCE WITH LEGAL COUNSEL – EXISTING LITIGATION
Government Code Section 54956.9(d)(1)
Coalition for Clean Air v. City of Montebello
LA Superior Court Case No. 26STCP02794

2. CONFERENCE WITH LEGAL COUNSEL – EXISTING LITIGATION
Government Code Section 54956.9(d)(1)
Molinari v. City of Montebello
LA Superior Court Case No. 25STCP02304
REGULAR SESSION - 7:00 P.M.

CLOSED SESSION REPORT

INVOCATION

PLEDGE OF ALLEGIANCE

CORRECTIONS TO THE AGENDA - CITY MANAGER

CEREMONIAL ITEMS/PRESENTATIONS

3. CITIZEN OF THE MONTH - SISTER SUZANNE JABRO

4. CITIZEN OF THE MONTH - LOVEY SHERMAN

5. CDBG SECTION 108 LOAN PROJECT IDEAS

6. MCAP PRESENTATION
PUBLIC COMMENTS ON NON-AGENDA ITEMS (30 MINUTES)
At this time, the public may submit speaker card(s) to the City Clerk staff, for both agenda and non-agenda items, prior to the beginning of this statement; Public Hearing items do not require a speaker card.

The City Council will address non-agenda items during this section and speakers will be called in the order received. Those

August 26, 2026: City Council Meeting Page 4 of 7
persons not accommodated during this 30-minute period will have an opportunity to speak under “Public Comments – Continued”, after all scheduled matters have been considered. Public Hearing, Regular Business and/or Consent Calendar items will be addressed at the time that matter of business is heard, in the order received.

Please be aware that the maximum time allotted for members of the public to speak shall not exceed three (3) minutes per speaker. State Law prohibits the City Council from taking action or entertaining extended discussion on a topic not listed on the agenda. Please show courtesy to others and direct all of your comments to the Mayor and City Council.

STAFF COMMUNICATIONS ON ITEMS OF COMMUNITY INTEREST

REGULAR BUSINESS

7. ADOPTION OF PLANS, SPECIFICATIONS, AND AUTHORIZATION TO SOLICIT BIDS FOR CONSTRUCTION OF THE SENIOR CENTER BASEMENT REMODEL, 115 S. TAYLOR AVENUE (CAPITAL PROJECT NO. 925) RECOMMENDATION: It is recommended that the City Council:

1. Approve Environmental Assessment pursuant to 14 California Code of Regulations § 15301 as a Class 1 categorical exemption under the California Environmental Quality Act (CEQA); and

2. Adopt the completed plans and specifications for the Senior Center Basement Remodel at 115 S. Taylor Avenue, Capital Project No. 925; and

3. Authorize staff to proceed with solicitation of bids for construction; and

4. Take such additional, related action that may be desirable.

8. BUS STOP IMPROVEMENT PROJECT (BSIP) – RECEIVE AND FILE TECHNICAL MEMORANDUM AND

PROJECT CANCELLATION DUE TO FUNDING DEFICIT
RECOMMENDATION: It is recommended that the City Council:

1. Receive and file the Bus Stop Improvement Project (BSIP) Final Technical Memorandum; and

2. Approve canceling the BSIP due to a $9.600 million funding deficit; and

3. Authorize the City Manager to re-evaluate the project scope, design standards, and procurement strategies for re-solicitation at a future date; and

4. Take such additional, related, action that may be desirable.

CONSENT CALENDAR
All matters listed under the Consent Calendar are considered to be routine. Any items a member wishes to discuss, including any items the public submitted speaker cards for, should be designated at this time. All other items may be approved in a single motion. Such approval will also waive the reading of any Ordinance.

9. ADOPTION OF PLANS, SPECIFICATIONS, AND AUTHORIZATION TO SOLICIT BIDS FOR THE WHITTIER BOULEVARD PAVING THE WAY PROJECT (CAPITAL PROJECT NO. 889) RECOMMENDATION: It is recommended that the City Council:

1. Approve Environmental Assessment pursuant to 14 California Code of Regulations § 15301 as a Class 1 categorical exemption under the California Environmental Quality Act (CEQA); and

2. Adopt the completed plans and specifications for the Whittier Blvd. Paving the Way Capital Project No. 889; and

3. Authorize the Public Works Director to solicit bids pursuant to the California Public Contract Code, the City of Montebello Municipal Code, and the Standard Specifications for Public Works Construction (Greenbook); and

4. Direct staff to return to City Council with a recommendation for contract award following bid evaluation; and

5. Take such additional, related action that may be desirable.

August 26, 2026: City Council Meeting Page 5 of 7

10. APPROVAL OF EDWARD BYRNE MEMORIAL JUSTICE ASSISTANCE GRANT(JAG) PROGRAM - LOCAL

SOLICITATION FUNDS UTILIZATION
RECOMMENDATION: It is recommended that the City Council:

1. Approve the use of grant funding awarded to the City by the Edward Byrne Memorial Justice Assistance Grant (JAG) Program Local Solicitation, in the amount of $17,367; and

2. Amend the Fiscal Year 2026-27 budget and increase appropriations by $17,367 in (Expenditure) Account No. 240-8055-800-5010.10 (Justice Assistance Grants, JAG Program Funds, Overtime), and $17,367 in (Revenue) Account 240-99-4198 (Justice Assistance Grants, Miscellaneous Grants); and,

3. Take such additional, related action that may be desirable

11. AWARD PROFESSIONAL SERVICES AGREEMENT NO. 4611 TO ALLTECH INDUSTRIES, INC. FOR

CROSSING GUARD SERVICES
RECOMMENDATION: It is recommended that the City Council:

1. Award Professional Services Agreement No. 4611 to Alltech Industries Inc. for Crossing Guard Services; and

2. Authorize the City Manager to execute the Agreement on behalf of the City; and

3. Take such additional, related action that may be desirable.

12. AUTHORIZATION TO SUBMIT AN APPLICATION FOR THE OUTDOOR RECREATION LEGACY

PARTNERSHIP GRANT PROGRAM
RECOMMENDATION: It is recommended that the City Council:

1. Authorize submission of an application for the Outdoor Recreation Legacy Partnership Grant Program; and

2. Authorize the City Manager to conduct all negotiations and execute and submit documents necessary for the completion of the awarded project; and

3. Take such additional, related, action that may be desirable.

13. APPROVE AGREEMENT NO. 4609 WITH LOS ANGELES CENTERS FOR ALCOHOL AND DRUG ABUSE (LA CADA) FOR OPERATION AND SUPPORTIVE SERVICES FOR OPERATION STAY SAFE (TINY HOMES) RECOMMENDATION: It is recommended that the City Council:

1. Approve Professional Services Agreement No. 4609 with Los Angeles Centers for Alcohol and Drug Abuse (LA CADA) for the continued operation, management, and provision of supportive services for the City's Operation Stay Safe (OSS) program, for a total not-to-exceed amount of $1,475,728 for Fiscal Year 2026-27, subject to the availability and appropriation of sufficient program and grant funding; and

2. Authorize the City Manager to execute the agreement on behalf of the City; and

3. Take such additional, related action that may be desirable.

14. APPROVE LEASE AND FINANCING AGREEMENT WITH THE BANCORP, N.A. FOR THE ACQUISITION OF

POLICE PATROL VEHICLES
RECOMMENDATION: It is recommended that the City Council:

1. Approve the comprehensive leasing plan with The Bancorp, N.A. for acquisition of six (6) Police Department patrol vehicles; and

2. Authorize the City Manager to execute the agreement; and

3. Take such additional, related action that may be desirable.

15. APPROVE AGREEMENT NO. 4615 WITH THE LOS ANGELES COMMUNITY GARDEN COUNCIL FOR

MANAGEMENT OF THE CHET HOLIFIELD PARK COMMUNITY GARDEN

August 26, 2026: City Council Meeting Page 6 of 7
RECOMMENDATION: It is recommended that the City Council:

1. Approve Agreement No. 4615 with the Los Angeles Community Garden Council (“LACGC”) for a threeyear term to manage and operate the community garden at Chet Holifield Park; and

2. Take such additional, related action that may be desirable.

16. APPROVAL OF MINUTES: JUNE 24, 2026, CITY COUNCIL MEETING; JUNE 24, 2026, CITY COUNCIL AND PUBLIC FINANCING AUTHORITY JOINT MEETING; JULY 27, 2026, SPECIAL CITY COUNCIL MEETING; AUGUST 12, 2026, CITY COUNCIL MEETING
RECOMMENDATION: It is recommended that the City Council:

1. Approve said Minutes as is.

17. PAYMENT OF BILLS: ADOPT RESOLUTION NO. 26-61 APPROVING THE CITY WARRANT REGISTER OF DEMANDS DATED AUGUST 26, 2026
RECOMMENDATION: It is recommended that the City Council:

1. Adopt Resolution No. 26-61 approving the Warrant Register dated August 26, 2026.

PUBLIC COMMENTS - CONTINUED
AB 1234 TRAVEL REPORTS
Members will provide a brief report on meetings attended at the expense of the local agency as required by Government Code Section 53232.3(d).

COUNCIL/AGENCY ORALS
Announcements and requests for future agenda items.
• Ric Alonzo, Councilmember
• Danielle Romero, Mayor Pro Tem
• Scarlet Peralta, Councilmember
• Salvador Melendez, Councilmember
• Georgina Tamayo, Mayor

CLOSED SESSION - CONTINUED

ADJOURNMENT
The City of Montebello will adjourn to the next Regular Meeting on September 9, 2026, at 6:00 p.m., which can be livestreamed at https://www.montebelloca.gov (Click on Live Stream).

I, Kimberly Guillen, Director of City Clerk Services for the City of Montebello, hereby certify that a copy of this agenda has been posted on or before Sunday, August 23, 2026, no later than 6:00 p.m.

Kimberly Guillen, Director of City Clerk Services

August 26, 2026: City Council Meeting Page 7 of 7

EXHIBIT - CITY OF MONTEBELLO FORECASTED AGENDA
Please note, the attached exhibit is a draft version that is to be used for reference purposes only; agenda items, information, and dates are subject to change. The exhibit will be placed at the end of the Agenda Packet. • CITY OF MONTEBELLO FORECASTED AGENDA

ITEM # 7

CITY OF MONTEBELLO

CITY COUNCIL AGENDA STAFF REPORT
TO: Honorable Mayor and City Council Members
FROM: Raul Alvarez, City Manager

BY: Cesar Roldan, Director of Public Works
SUBJECT: ADOPTION OF PLANS, SPECIFICATIONS, AND AUTHORIZATION TO

SOLICIT BIDS FOR CONSTRUCTION OF THE SENIOR CENTER
BASEMENT REMODEL, 115 S. TAYLOR AVENUE (CAPITAL PROJECT NO. 925)
DATE: August 26, 2026
RECOMMENDATIONS:

It is recommended that the City Council:

1. Approve Environmental Assessment pursuant to 14 California Code of Regulations § 15301 as a Class 1 categorical exemption under the California Environmental Quality Act (CEQA); and

2. Adopt the completed plans and specifications for the Senior Center Basement Remodel at 115 S. Taylor Avenue, Capital Project No. 925; and

3. Authorize staff to proceed with solicitation of bids for construction; and

4. Take such additional, related action that may be desirable.

FISCAL IMPACT:

Approval of this action will allow staff to proceed with the bidding phase of this capital project. The project is funded through a combination of the Parks and Recreation Department’s annual Measure A allocations and Transit Department funding, which supports facility improvements that will benefit transit staff. Additionally, Measure A Maintenance and Servicing funds will be available following completion of construction to help offset the long-term operating and maintenance costs associated with the improved facility.

The Engineer’s Estimate for construction of this project is $1,185,581, and sufficient funding has been appropriated in the Fiscal Year 2026-27 Capital Improvement Program

CITY COUNCIL AGENDA REPORT - MEETING OF AUGUST 26, 2026

(CIP) Budget. Following completion of the bidding and evaluation process, staff will return to the City Council with a fully defined project budget and recommendation for award of the construction contract.

BACKGROUND/DISCUSSION:

The Senior Center is a critical resource supporting thousands of older adults through social, health, nutrition, and enrichment programs. Renovation will allow for the City to better serve those who utilize the Senior Center by creating a multi-functional space. The basement area, which is currently outdated and functionally limited, has the potential to significantly expand service capacity. The remodel will enhance the space by adding:
• A new fitness area
• A modern computer room
• Flexible multi-purpose rooms for art, fitness, meetings, and rentals • Upgraded lighting, flooring, storage, and ADA-compliant restrooms These improvements directly support Montebello’s commitment to healthy aging, digital access, active recreation, and community inclusion. The renovated area will also serve Transit Department personnel, offering restroom access, break areas, and computer stations to improve working conditions. The City currently hosts a variety of recreational programs, including art classes, fitness programs, and a senior lunch program. The project allows the City to continue providing high-quality programming and facilities for the community.

The completed plans and specifications define comprehensive improvements, including demolition, reconstruction, mechanical/electrical/plumbing upgrades, new interior finishes, accessibility components, and structural modifications. The specifications outline detailed bid items for the first and second floors, covering:
• Flooring removal and installation
• Wall demolition and reconstruction
• Door and window replacement
• Restroom and kitchen fixture upgrades
• Ceiling system replacement
• New HVAC systems, exhaust systems, and lighting
• Installation of lockers, signage, drinking fountains, ADA features • Construction of new support posts
• Multi-room functional enhancements
These improvements modernize the building systems, enhance accessibility, and create a welcoming, versatile space.

The City Council is required to approve and adopt plans, specifications and working details, and authorize the bid request for all public projects. The bid advertisement is consistent with Public Contract Code sections 20161 and 20162, which mandate

CITY COUNCIL AGENDA REPORT - MEETING OF AUGUST 26, 2026

California public works projects to be competitively bid. This action is also consistent with Montebello Municipal Code 3.20.110 - Bidding procedure prescribed.

With City Council's approval, staff will advertise the project for bid in a local newspaper of general circulation and submit the Notice Inviting Bid (NIB) to Planet Bids. The following tentative schedule has been identified for the bid process:

Tasks Timeline
City Council authorization to solicit bids for
construction
August 27, 2026 to October 7, 2026 at
11:100 am
Mandatory Job Walk September 23, 2026 at 10 am
Request for Information – Questions posted
by bidders September 28, 2026 at 12:00 pm
Response to bidders’
questions/Addendums
October 1, 2026 at 5:00 pm
Open Construction Bids October 7, 2026 at 11:00 am
City Council award construction contract
(Tentative)
October 28, 2026
Commence Construction – Senior Center
Basement Remodel (75 working days) November 2026
Close out Project May 2027
The City Clerk’s Office shall publish the NIB in a local newspaper of general circulation.

The notice shall be published for a minimum period of twenty-one (21) calendar days before the date of opening the bids per Public Contract Code Section 22037.

ENVIRONMENTAL:

The project qualifies for a Class 1 Categorical Exemption (Existing Facilities) under CEQA, pursuant to 14 CCR §15301. The remodel involves minor alterations to an existing public building with no expected environmental impacts related to traffic, noise, air quality, water quality, utilities, or public services (Attachment C).

ANALYSIS:

N/A
SUMMARY:

Staff recommend the City Council approve the Environmental Assessment for the Senior Center Basement Remodel Project (CP 925) and determine that the project qualifies for a Class 1 categorical exemption pursuant to Section 15301 of the California Code of Regulations under the California Environmental Quality Act (CEQA). Staff further recommend the City Council approve the 100% completed plans and specifications for the project and authorize staff to proceed with advertising the project for construction bids.

CITY COUNCIL AGENDA REPORT - MEETING OF AUGUST 26, 2026

ATTACHMENT(S)

1. Attachment A - Plans CP 925

2. Attachment B - CP 925 Specifications

3. Attachment C - CEQA Notice of Exemption CP 925

CITY OF MONTEBLLO
115 S TAYLOR AVE, MONTEBELLO,CA 90640
Q.T. Quarry Tile
West
With
Water Closet
Wood
Without
Waterproofing Membrane
Wheather/Water
Resistive Barrier
Wainscot
Weight
Vertical
Vestibule
Unfinished
Unless Otherwise Noted
Urinal
Tread
Towel Bar
Top of Curb
Telephone
Terrazzo
Tongue and Groove
Thick
Top of Concrete
Top of Panel
Top of Reveal
Top of Deep Recess
Top of Mullion
Top of Wall
Top of Pavement
Toilet Paper Dispenser
Television
Top of Wall
Typical
W.

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W.C.

WD.

W/O
WPM
WRB
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Number
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Kitchen
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Inside Diameter (Dim.)
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Hollow Core
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Horizontal
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Cast Iron
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Ceiling
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A
B
C
D
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SHEET NUMBER

INTERIOR ELEVATION VIEW

EXTERIOR ELEVATION REFERENCE INTERIOR ELEVATION REFERENCE

DETAIL SECTION REFERENCE

SHEET NUMBER

SHEET NUMBER
X
XX
X
XX

DETAIL SECTION REFERENCE

SHEET NUMBER

SHEET NUMBER

DETAIL REFERENCE

TYPE NUMBER

WALL MATERIAL TYPE

FLOOR MATERIAL TYPE
P
1 TYPE NUMBER
MISC. MATERIAL TYPE
X

DOOR & WINDOW TYPE

KEYNOTE

NOTE REFERENCE
NUMBER
P
1 SENIOR CENTER REMODEL

SITE LOCATION
BUILDING DEPARTMENT: CITY OF MONTEBELLO
OCCUPANCY CLASSIFICATION:

SPRINKLERED:

BUILDING CODES:

NON-SPRINKLERED
TYPE OF CONSTRUCTION: (E) V-B
ZONING DISTRICT: PUBLIC AND INSTITUTIONAL.

SCOPE OF WORK AREA:

NUMBER OF STORIES: 2 STORY
Project Site Data:

APN:

SENIOR CENTER ±5003 Sq Ft
A3 - Assembly
2022 CALIFORNIA BUILDING CODE
2022 CALIFORNIA ELECTRICAL CODE
2022 CALIFORNIA MECHANICAL CODE
2022 CALIFORNIA PLUMBING CODE
2022 CALIFORNIA FIRE CODE
2022 CALIFORNIA GREEN BUILDING CODE
TITLE 24 (ADA) CALIFORNIA

ADMINISTRATIVE CODE

CERTIFICATE PROJECT DATA SCOPE OF WORK DRAWING INDEX SYMBOLS & ABBREVIATION

PROJECT SITE
OCCUPANCY LOAD:
± 5003 Sq Ft SENIOR CENTER RENOVATION WITHIN AN EXISTING BUILDING. iARCH IS PROPOSING THE FOLLOWING
A. CONSTRUCTION DOCUMENTS SERVICE
2022 CALIFORNIA FIRE CODE
2022 CALIFORNIA BUILDING CODE
2022 CALIFORNIA MECHANICAL CODE
2022 CALIFORNIA PLUMBING CODE
2022 CALIFORNIA ELECTRICAL CODE
TITLE 24 (ADA) CALIFORNIA ADMINISTRATIVE CODE
2022 CALIFORNIA GREEN BUILDING CODE

BUILDING CODES

INFRASTRUCTURE ARCHITECTS
100 PROGRESS, SUITE 110
IRVINE, CA, 92618
WWW.INFRASTRUCTUREARCHITECTS.COM

SENIOR DESIGNER

MEHRAN GOLESTAN
[email protected]
WWW.INFRASTRUCTUREARCHITECTS.COM

PROJECT TEAM
6349-001-016 and 6337-005-002
190 OCCUPANCY

I HEREBY DECLARE THAT IN MY PROFESSIONAL OPINION, THE DESIGN

OF THE IMPROVEMENTS AS SHOWN ON THESE PLANS COMPLIES WITH

THE CURRENT PROFESSIONAL ENGINEERING STANDARDS AND
PRACTICES. AS THE ENGINEER IN RESPONSIBLE CHARGE OF THE

DESIGN OF THESE IMPROVEMENTS, I ACCEPT FULL RESPONSIBILITY FOR SUCH DESIGN. I UNDERSTAND AND ACKNOWLEDGE THAT THE

PLAN CHECKS OF THESE PLANS COMPLY WITH CITY STANDARDS AND OTHER APPLICABLE CODES AND ORDINANCES. THE PLAN REVIEW

PROCESS IS NOT A DETERMINATION OF THE TECHNICAL ADEQUACY OF THE DESIGN OF THE IMPROVEMENTS. SUCH PLAN CHECK DOES NOT THEREFORE RELIEVE ME OF MY DESIGN RESPONSIBILITY.

AS THE ENGINEER OF RECORD, I AGREE TO DEFEND AND INDEMNIFY

THE CITY OF ADELANTO, ITS OFFICERS, ITS AGENTS, AND ITS

EMPLOYEES FROM ALL LIABILITY, CLAIMS, DAMAGES, OR INJURIES TO

ANY PERSON OR PROPERTY ARISING FROM NEGLIGENT ACTS, ERRORS

OR OMISSIONS OF THE ENGINEER OF RECORD, HIS EMPLOYEES, HIS AGENTS OR HIS CONSULTANT.

Raymond Reza Abassi
NO. 478091
Date : 07.31.2026
UNDER THE SUPERVISION OF: Sheet Number:

Department of Public Works

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT

SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION,

THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
P.N.: 2.1000.03
NO. DATE BY DESCRIPTION APPROV.

REVISIONS CITY OF MONTEBELLO SENIOR CENTER REMODEL
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT 115 S Taylor Ave, Montebello,CA 90640
DESIGNED BY:

DRAWN BY:

CHECKED BY: DATE:
iARCH
iARCH
iARCH
· FINALIZE THE REMODEL DESIGN SENIOR CENTER AND RESTROOM INCLUDING

ALL EQUIPMENTS SCHEDULES, FINISH SCHEDULES TO BE INSTALLED WITHIN THE IMPROVED AREA. · PREPARE DETAILED CONSTRUCTION DOCUMENTS IN GMEP'S STANDARD FORMAT

AND LEVEL OF DETAIL, SUITABLE FOR OBTAINING A BUILDING PERMIT FROM THE LOCAL BUILDING DEPARTMENT AND/OR GOVERNING AUTHORITY. · ADDRESS AND RESPOND TO PLAN CHECK CORRECTIONS FROM THE AUTHORITY

HAVING JURISDICTIONS (AHJ) RELATED TO GMEP'S SCOPE OF WORK TO ASSIST IN OBTAINING PLAN CHECK APPROVAL. · PROVIDE CONSTRUCTION DOCUMENTS IN PDF FORMAT.

UPDATE AND PROVIDE SPECIFICATIONS, CONFIRM THE DOCUMENT FINAL SIZE AND SPACE REQUIREMENTS FOR ALL NEW EQUIPMENT.

B. CONSTRUCTION ADMINISTRATION SERVICES DURING BIDDING
· PROVIDE INTERPRETATIONS,CLARIFICATIONS, AND SUPPLEMENTAL

DOCUMENTATION FOR THE CONSTRUCTION DOCUMENTS TO SUPPORT GMEP'S DESIGN INTENT. RESPOND TO PRE-BID INQUIRIES FROM PROSPECTIVE

BIDDERS REGARDING GMEP'S CONSTRUCTION DOCUMENTS AND
SPECIFICATIONS. · REVIEW SHOP DRAWINGS, SUBMITTALS AND SAMPLES FURNISHED BY THE CONTRACTOR, ADHERING TO INDUSTRY-STANDARD PROTOCOL. · RESPOND TO CONTRACTOR'S REQUESTS FOR INFORMATION (RFIs) TO ENSURE CLARITY AND ALIGNMENT WITH THE CONSTRUCTION DOCUMENTS.

T - # WALL TYPE
#
SC - #

ARCHITECTURAL
A0.0 COVER SHEET
A0.1 GENERAL NOTES
A0.2 ACCESSIBILITY NOTES & DETAILS
A1.0 DEMOLITION FLOOR PLAN & REFLECTED CEILING PLAN – 1ST FLOOR A1.1 FLOOR PLAN & REFLECTED CEILING PLAN – 1ST FLOOR
A1.2 DIMENSION PLANS – 1ST FLOOR
A2.0 ENLARGED RESTROOM PLAN – 1ST FLOOR
A2.1 INTERIOR RESTROOM ELEVATIONS – 1ST FLOOR
A2.2 INTERIOR KITCHENETTE ELEVATIONS & DETAILS - 1ST FLOOR A3.0 DEMOLITION & CONSTRUCTION PLANS – 2ND FLOOR
A3.1 DIMENSIONED FLOOR PLAN & REFLECTED CEILING PLAN – 2ND FLOOR A3.2 MEN'S RESTROOM WALL ELEVATIONS – 2ND FLOOR
A3.3 WOMEN'S RESTROOM WALL ELEVATIONS – 2ND FLOOR
A4.0 EQUIPMENT SPECIFICATIONS AND FINISH SCHEDULES
A5.0 DOOR & WINDOW TYPES AND SCHEDULES
A5.1 DETAILS
A6.0 WALL TYPES & DETAILS
A7.0 PIPE INSTALLATION DETAILS

STRUCTURAL
S-0.10 GENERAL NOTES & REQUIREMENTS
S-0.11 GENERAL NOTES & REQUIREMENTS
S-0.20 TYPICAL DETAILS
S-1.0 FOUNDATION PLAN
S-2.0 FRAMING PLAN
SD1.0 STRUCTURAL DETAILS

MECHANICAL
M1.0 MECHANICAL SYMBOLS AND GENERAL NOTES
M1.1 MECHANICAL SCHEDULES
M2.0 MECHANICAL REFLECTED CEILING PLAN - DEMO
M3.0 MECHANICAL REFLECTED CEILING PLAN - PROPOSED
M4.0 MECHANICAL DETAILS
M5.0 MECHANICAL TITLE 24
M5.1 MECHANICAL TITLE 24
M5.2 MECHANICAL TITLE 24

ELECTRICAL
E1.0 ELECTRICAL NOTES, SYMBOLS AND ABBREVIATIONS
E2.0 ELECTRICAL SITE PLAN
E3.0 ELECTRICAL DEMO PLAN
E3.1 ELECTRICAL FIRST FLOOR DEMO PLAN
E4.0 ELECTRICAL RENOVATION POWER PLAN
E4.1 ELECTRICAL LIGHTING & POWER PLAN
E5.0 ELECTRICAL RENOVATION LIGHTING PLAN
E6.0 EMERGENCY LIGHTING PHOTOMETRIC CALCULATIONS
E7.0 ELECTRICAL SINGLE LINE DIAGRAM AND PANEL SCHEDULES E8.0 ELECTRICAL DETAILS
E9.0 INTERIOR TITLE 24 CALCULATIONS
E10.0 EXTERIOR TITLE 24 CALCULATIONS

PLUMBING
P1.0 MECHANICAL SYMBOL, GENERAL NOTES AND SCHEDULES
P2.0 PLUMBING, COLD WATER,HOT WATER & GAS -DEMO
P2.1 PLUMBING WASTE AND VENT-DEMO
P3.0 PLUMBING, COLD WATER,HOT WATER & GAS -NEW
P3.1 PLUMBING WASTE AND VENT-NEW
P3-1.0 PLUMBING WASTE & VENT - DEMO & NEW
P3-1.1 PLUMBING COLD & HOT WATER - DEMO & NEW
P4.0 PLUMBING DETAILS
A0.0
- - COVER SHEET
Attachment A

1. SEE ELECTRICAL ENGINEERING DRAWINGS FOR SPECIFICATIONS OF STANDARD LIGHT FIXTURES, SWITCHES, EXIT SIGNS, ETC.

2. ALL REPLACEMENT FLUORESCENT LAMPS TO MATCH BUILDING STANDARD - SAME COLOR AND MANUFACTURER.

3. FIELD VERIFY EXISTING CEILING GRID LOCATION AND NOTIFY ARCHITECT OF ANY DISCREPANCIES ON PLANS.

4. WHERE DISCREPANCIES IN LOCATION OF LIGHT FIXTURES, AIR DIFFUSERS, GRILLES, ETC. OCCUR ON THE ELECTRICAL ENGINEERING PLANS, THE ARCHITECTURAL PLANS SHALL GOVERN. NOTIFY ARCHITECT OF ANY DISCREPANCIES FOR CLARIFICATIONS.

5. FIELD VERIFY ALL CLEARANCES OF DUCTS, PIPES, SPRINKLERS, ETC., AND NOTIFY ARCHITECT OF ANY CONFLICTS PRIOR TO INSTALLATION OF LIGHTS, ETC.

6. PLACEMENT OF LIGHT FIXTURES IN AREAS WHERE MAIN DUCTS MAY CAUSE INTERFERENCE MUST BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION.

7. CONDUITS ABOVE CEILING MUST BE A MINIMUM OF 12" ABOVE THE CEILING GRID.

8. NO COMBUSTIBLE MATERIALS SHALL BE USED IN THE PLENUM SPACE, INCLUDING ALUMINUM FLEX, ALUMINUM CONDUIT, AND POT METAL CONNECTORS.

9. ALL JUNCTION BOXES AND MECHANICAL EQUIPMENT REQUIRING ACCESS FOR SERVICE SHALL BE LOCATED OVER ACOUSTICAL CEILINGS. NO ACCESS HATCHES SHALL BE INSTALLED IN GYPSUM BOARD CEILINGS WITHOUT PRIOR APPROVAL BY ARCHITECT. (NO EXCEPTION)

10. ALL SPRINKLER HEADS AT HARD-LID CEILINGS ARE TO BE FULLY RECESSED AND CONCEALED. HEADS ARE TO BE CENTERED BETWEEN LIGHTS IN A UNIFORM ARCHITECTURAL PATTERN. G.C. TO PROVIDE A SUBMITTAL WITH SPRINKLER HEAD LOCATIONS FOR ARCHITECT'S APPROVAL PRIOR TO INSTALLATION.

11. ALL GYPSUM BOARD CEILINGS ARE TO BE INSTALLED WITH LINEAR DIFFUSERS. G.C. TO PROVIDE A SUBMITTAL WITH ALL LINEAR DIFFUSER LOCATIONS PRIOR TO INSTALLATION.

12. LOCATE RECESSED DOWN LIGHTS, WALL WASHERS, SMOKE DETECTORS, EXIT SIGNS, SPEAKERS, FIRE SPRINKLERS, ETC. IN CENTER OF 24"x24" CEILING TILES OR IN CENTER OF 24"x24" PORTION OF 24"x48" CEILING TILES, UNLESS OTHERWISE NOTED.

13. PROVIDE SWITCHES AND LIGHT SENSORS FOR OPEN AREAS AND PRIVATE OFFICES. ACTUAL LOCATION OF ALL SWITCHES TO BE DETERMINED BY ELECTRICAL ENGINEER.

14. WHERE EXIT SIGNS ARE REQUIRED PER STATE & LOCAL CODES, THEY SHALL BE ILLUMINATED PER SAID CODES AND THE NEC. LOCATIONS SHALL BE COORDINATED WITH THE ARCHITECT.

15. PROVIDE BACK-UP POWER FOR EXIT SIGNS PER STATE & LOCAL CODES.

16. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED TO A LEVEL OF NOT LESS THAN

ONE FOOT CANDLE AT THE WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED.

17. EMERGENCY LIGHTING SHALL BE (2) SEPARATE SOURCES OF POWER AND SHALL COMPLY WITH THE NEC.

18. PROVIDE FIRE DAMPERS AT ALL SUPPLY AND RETURN AIR OUTLETS, INLETS OR DUCTS PENETRATING FIRE RATED ASSEMBLIES, ENCLOSURES, WALLS, FLOORS OR SURFACES, AND AS REQUIRED BY THE FIRE DEPARTMENT.

19. CONTRACTOR SHALL PROVIDE EMERGENCY LIGHTING, STROBE LIGHTS, AUDIO-VISUAL ALARMS AND OCCUPANCY SENSORS TO MEET ALL APPLICABLE CODES.

20. CONTRACTOR SHALL PROVIDE LAMPS WITH TYPE IC RATED HOUSING WHERE FIXTURES COME IN DIRECT CONTACT WITH INSULATION.

21. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED AT ALL TIMES AND SHALL BE CONNECTED TO AN

EMERGENCY POWER SYSTEM (BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR) THAT WILL AUTOMATICALLY ILLUMINATE THE EXIT SIGNS FOR A DURATION OF NOT LESS THAN 90 MINUETS.

CEILING NOTES

DEMOLITION NOTES

1. DRAWINGS OF EXISTING CONDITIONS HAVE BEEN COMPILED FROM EXISTING DATA SUPPLIED BY THE OWNER TO THE ARCHITECT. THE ARCHITECT MAKES NO WARRANTY, EITHER EXPRESS OR IMPLIED, FOR THE ACCURACY OF THE COMPLETENESS OF THE EXISTING INFORMATION RECORDED. THE

CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ARCHITECT

IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS THAT MIGHT ARISE IN THE COURSE OF THE DEMOLITION WORK.

2. VERIFY LOCATIONS OF EXISTING MECHANICAL, PLUMBING AND ELECTRICAL UTILITIES. LOCATE AND PROTECT UTILITIES TO REMAIN. DISCONNECT, REMOVE BACK TO NEAREST JUNCTION BOX OR PANEL, AS REQUIRED, AND CAP DESIGNATED UTILITIES WITHIN THE DEMOLITION AREA. REFER TO THE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFO.

3. EXISTING ELECTRICAL AND TELEPHONE OUTLETS LOCATED ON DEMOLISHED WALLS ARE TO BE REMOVED INCLUDING CONDUIT AND WIRING BACK TO JUNCTION BOX. LOCATIONS ARE TO BE PATCHED AND REPAIRED TO BE FLUSH WITH ADJACENT WALL SURFACE.

4. WHERE PLUMBING FIXTURES ARE BEING REMOVED OR WHERE EXPOSED PLUMBING PIPES OCCUR, CAP LINES BEHIND FINISHED SURFACES. PATCH AND REPAIR AS REQUIRED.

5. ALL EXISTING CONSTRUCTION WHERE INDICATED INCLUDING ELECTRICAL, TELEPHONE, PLUMBING AND

MECHANICAL DEVICES NOT OTHERWISE INDICATED ON THESE CONSTRUCTION DRAWINGS SHALL BE REMOVED IN A CAREFUL MANNER SO AS NOT TO DAMAGE ADJOINING CONSTRUCTION.

6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL

EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF HIS WORK.

7. ALL EXISTING BUILDING UTILITIES SHALL REMAIN IN OPERATION DURING CONSTRUCTION. PROVIDE

REROUTING OF UTILITIES SERVING ADJACENT AREAS THAT ARE TO MAINTAIN UNINTERRUPTED SERVICE. ANY TEMPORARY SUSPENSION OF SERVICE SHALL BE COORDINATED AND APPROVED BY THE FACILITY MANAGER, NOT LESS THAN 24-HOURS IN ADVANCE.

8. THE CONTRACTOR WILL VERIFY AND CONFORM TO ALL REQUIREMENTS OF ALL UTILITY COMPANIES UNLESS OTHERWISE NOTED IN THE PLANS AND SPECIFICATIONS.

9. THE DEMOLITION PLAN KEYNOTES ARE DIAGRAMMATIC AND GENERAL IN NATURE. THE INTENT IS TO ILLUSTRATE THE COMPLETE DEMOLITION OF THE SPACES INDICATED UNLESS NOTED OTHERWISE.

FIELD VERIFICATION OF EXISTING CONDITIONS AND SPECIFIC QUANTITIES IS THE RESPONSIBILITY OF THE CONTRACTOR.

10. REMOVAL AND DISPOSAL OF DEMOLITION DEBRIS IS THE RESPONSIBILITY OF THE CONTRACTOR.

VERIFY THE HAULING ROUTE THROUGH THE BUILDING, THE DEMOLITION STAGING AREA, AND THE LOCATION OF THE DUMPSTERS WITH THE OWNER PRIOR TO THE START OF DEMOLITION. DISPOSAL OF RUBBISH SHALL BE DONE IN A LEGAL MANNER.

11. THE OWNER RESERVES THE RIGHT TO SALVAGE ANY DEMOLISHED ITEM. VERIFY ITEMS TO BE SALVAGED WITH THE OWNER PRIOR TO THE START OF DEMOLITION. REMOVE, PROTECT, CLEAN, REPAIR FOR REUSE AND TURN OVER SUCH ITEMS AS DIRECTED BY THE OWNER.

12. IN ORDER TO INSTALL SOME OF THE NEW WORK (INCLUDING, BUT NOT LIMITED TO MECHANICAL,

PLUMBING OR ELECTRICAL) IT WILL BE NECESSARY FOR THE CONTRACTOR AND HIS

SUBCONTRACTORS TO REMOVE AND REPLACE (OR REFINISH) EXISTING WALLS, FLOORS, OR CEILING IN THE AREAS OF THE BUILDING NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL INCLUDE ALL RELATED COSTS IN HIS BASE BID, WHETHER SHOWN ON THESE PLANS OR NOT.

13. PROTECT ADJACENT SPACES NOT SCHEDULED FOR DEMOLITION. PATCH AND REPAIR DAMAGED

FINISHES, ITEMS AND FIXTURES TO REMAIN AND/OR REPLACE IN KIND TO MATCH EXISTING FROM DAMAGE DURING THE PROGRESS OF THE WORK. PROVIDE TEMPORARY SAFETY BARRIERS REQUIRED BY CODE AND AS INDICATED TO INSURE PUBLIC SAFETY AND TO ALLOW BUILDING OCCUPANCY.

CONTRACTOR TO SUBMIT FOR APPROVAL, BARRIER LOCATIONS, AND METHOD OF CONSTRUCTION TO THE ARCHITECT PRIOR TO INSTALLATION.

14. NO STRUCTURAL ELEMENTS ARE INCLUDED IN THIS SCOPE OF WORK.

15. PROVIDE DUST BARRIERS AROUND OPENINGS, TO AND FROM THE CONSTRUCTION AREA. PROVIDE ALL MEANS NECESSARY TO INHIBIT DUST FROM ENTERING OTHER PORTIONS OF THE FACILITY. SUBMIT BARRIER LOCATIONS TO THE ARCHITECT FOR APPROVAL, PRIOR TO INSTALLATION.

16. PROVIDE ADEQUATE SHORING, BRACING, BARRICADES AND PROTECTIVE MEASURES AS REQUIRED TO

SAFELY EXECUTE THE WORK IN THE CONSTRUCTION AREA AND THE AREAS ADJACENT TO THE CONSTRUCTION AREA. CEASE OPERATIONS AND NOTIFY THE ARCHITECT IMMEDIATELY IF THE STRUCTURE APPEARS TO BE ENDANGERED. DO NOT RESUME OPERATIONS UNTIL CORRECTIVE MEASURES HAVE BEEN TAKEN.

17. CONTRACTOR SHALL MAINTAIN REQUIRED MEANS OF EGRESS AND ENSURE THAT EXIT ROUTES ARE SIGNED, LIGHTED AND PROTECTED IN ACCORDANCE WITH CODE REQUIREMENTS. RELOCATE EXISTING AND/OR PROVIDE SMOKE PROTECTORS AND LIFE SAFETY EQUIPMENT FOR ADEQUATE COVERAGE.

18. PROVIDE TEMPORARY NON-COMBUSTIBLE CONSTRUCTION BARRIERS WHERE REQUIRED BY CODE AND THE GOVERNING FIRE AUTHORITY. MINIMUM REQUIREMENTS:

A. FULL HEIGHT WALL FROM FLOOR TO CEILING.

B. STUDS AT 24" O.C., WITH 5/8" TYPE 'X' GYPSUM BOARD.

C. NON-COMBUSTIBLE ACCESS DOOR WITH (3) HINGES AND SPRING CLOSER.

19. SURVEY EXISTING FLOORS AND CLEARLY MARK ON FLOOR SURFACE THE LOCATIONS OF ALL BEAMS AND JOISTS. MARK ALL CORE DRILL PENETRATIONS AND RECEIVE STRUCTURAL ENGINEER'S APPROVAL PRIOR TO DRILLING CONCRETE.

20. CUT RIGID MATERIALS USING MASONRY SAW OR CORE DRILL. PNEUMATIC TOOLS ARE NOT ALLOWED WITHOUT PRIOR APPROVAL.

21. ALL CORE DRILLING OR OTHER NOISY WORK SHALL BE SCHEDULED 48-HOURS IN ADVANCE WITH THE OWNER.

22. APPLY CEMENT BASE FLOOR PATCH AS REQUIRED TO FILL DINGS, NAIL HOLES, CHIPS AND CRACKS.

23. AT FLOOR AREAS SCHEDULED TO RECEIVE NEW FLOOR COVERING, REMOVE EXISTING FLOOR

COVERING AND PREPARE SUBSTRATE FOR NEW FLOOR COVERING PER SPECIFICATIONS AND MANUFACTURER'S REQUIREMENTS.

24. AT ABANDONED PENETRATIONS OF FIRE RATED WALLS, CEILING OR FLOOR CONSTRUCTION,

COMPLETELY SEAL VOIDS WITH FIRE RATED MATERIAL TO FULL THICKNESS OF THE PENETRATED ELEMENT. ALL PATCHING OF EXISTING WORK TO REMAIN SHALL MATCH FINISH PER SCHEDULE OR

WHERE UNSCHEDULED TO MATCH EXISTING FINISHES TO REMAIN, AND SHALL MEET OR EXCEED FIRE RATING INDICATED ON FLOOR PLAN AND AS REQUIRED BY THE FIRE/LIFE SAFETY INSPECTOR.

25. COORDINATE EXISTING SPRINKLER LINE AND HEAD LOCATION WITH NEW PLAN. SUBMIT SPRINKLER SHOP DRAWINGS TO ARCHITECT FOR REVIEW WITH THE CITY FIRE DEPARTMENT.

26. CONTRACTOR IS RESPONSIBLE FOR BUILDING SECURITY DURING DEMOLITION PHASE. PROTECT ALL OPENINGS FROM WEATHER CONDITIONS AND SECURE THEM TO PREVENT VANDALISM.

27. DO NOT PERFORM ANY WORK THAT WILL VOID WARRANTIES OF EXISTING WEATHER EXPOSED OR MOISTURE RESISTANT ELEMENTS WITHOUT PRIOR APPROVAL FROM THE OWNER.

28. ARCHITECT ASSUMES NO RESPONSIBILITY RELATING TO ANY TOXIC MATERIALS, INCLUDING ASBESTOS, AND ASSUMES NO RESPONSIBILITY TO ITS EXISTENCE OR REMOVAL. THE OWNER WILL TAKE ACTION

FOR DIRECTLY CONTRACTING WITH A CONSULTANT OR SPECIALIST, LICENSED BY THE STATE, FOR SUCH SERVICES SHOULD THOSE SERVICES BE REQUIRED ON THE PROJECT.

29. IF THE EXISTING BUILDING CONSTRUCTION IS CLASSIFIED SUCH THAT FIREPROOFING INSULATION IS

PRESENT, THEN THE CONTRACTOR, PRIOR TO STARTING ANY WORK, SHALL VERIFY THE CURRENT FIRE-RESISTANCE RATING(S) OF THE EXISTING BUILDING ELEMENT(S). IF THE EXISTING FIREPROOFING

INSULATION IS DAMAGED/AFFECTED DURING THE COURSE OF THE WORK, AS DEFINED BY THIS

PROJECT SCOPE, THEN THE CONTRACTOR SHALL PATCH/REPAIR THE FIREPROOFING INSULATION TO A

CONDITION THAT SHALL MATCH OR EXCEED THE ORIGINAL FIRE-RESISTANCE RATING(S) OF THE EXISTING BUILDING ELEMENT(S).

30. AT PATCHES TO EXISTING CONCRETE SLAB, INFILLS LESS THAN 1 S.F. CAN BE PREPARED BY SCARIFICATION OF EXISTING FACES. PATCHES OVER 1 S.F. ARE TO BE DOWELED WITH #4 RE-BAR, MINIMUM 3" EMBED WITH EPOXY AT VERTICAL CENTERLINE OF SLAB.

31. SLAB INFILL: TYPICAL NEW INFILL SLABS TO BE MINIMUM 4" CONCRETE TO MATCH EXISTING WITH 6X6 W2.1 X W2.1 WELDED WIRE MESH. NEW SLAB SECTIONS GREATER THAN 12" WIDE SHALL BE TIED TO EXISTING WITH 3/4" DIA X 16" LONG BARS @ 18" O.C. EACH BAR SHALL BE DRILLED INTO EXISTING SLAB FOR AN 8" EMBEDMENT USING HILTI HIT-HY-200 (ICC/ESR 3187) DOWELING SYSTEM. DO NOT DAMAGE REINFORCEMENT WITH PLACEMENT OF BARS. THE 8" BAR SECTION EXTENDING INTO THE NEW SLAB SHALL BE PAINTED AND OILED PRIOR TO CONCRETE POUR.

FLOOR PLAN NOTES

1. CONTRACTOR AND ARCHITECT TO REVIEW & APPROVE CHALK LINES OF PARTITION LAYOUT PRIOR TO COMMENCEMENT OF PARTITION CONSTRUCTION.

2. CONTRACTOR TO VERIFY DIMENSIONS FOR ALL PLUMBING PARTITION.

3. EXTEND ALL STUDS AND WALL MATERIALS TO CONSTRUCTION ABOVE, U.O.N.

4. ALL CONDUIT PIPING IN ELECTRICAL ROOM TO BE CONCEALED WITHIN THE WALL CONSTRUCTION.

5. DOOR OPENINGS IN PARTITIONS NOT DIMENSIONED ARE TO BE LOCATED WITHIN 0'-4" OF ADJACENT PERPENDICULAR PARTITION.

6. CONTRACTOR SHALL USE 3-5/8" METAL STUDS MINIMUM AT ALL PLUMBING WALLS. CONTRACTOR TO VERIFY ACTUAL DEPTH REQUIRED, ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT.

7. USE WATER RESISTANT GYPSUM BOARD/FIBER BOARD AT ALL AREAS SUBJECT TO MOISTURE OR WHERE TILE IS USED.

8. ALL PLUMBING WORK SHALL BE IN ACCORDANCE WITH LOCAL AND NATIONAL CODES.

9. ALL HOT WATER LINES SHALL BE PROPERLY INSULATED. SEE PLUMBING DRAWINGS.

10. ALL PLUMBING CLEAN-OUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE. CONTRACTOR SHALL COORDINATE ALL CLEAN-OUT LOCATIONS WITH EQUIPMENT, AND CABINETS. SUBMIT A PLAN OF ALL PROPOSED LOCATIONS TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION.

11. ALL MILLWORK SHALL CONFORM TO STATE & LOCAL WOODWORKING STANDARDS.

12. FIELD MEASURE AS REQUIRED FOR ALL MILLWORK CONDITIONS PRIOR TO FABRICATION.

13. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ARCHITECT AND TENANT APPROVAL PRIOR TO MANUFACTURE

OF ANY CABINET WORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATED WORK.

14. CONTRACTOR TO VERIFY FINAL LOCATION FOR CANTILEVERED COUNTERS AND IN-WALL SUPPORT BRACKETS PRIOR TO GYPSUM BOARD FINISHING OF WALLS. ALL FINAL INSTALLATION HEIGHTS FOR IN-WALL SUPPORT

BRACKETS MUST MEET ALL ACCESSIBILITY CODES REQUIREMENTS WITH COUNTERTOP MATERIAL THICKNESS INCLUDED.

15. PROVIDE AND INSTALL ALL NECESSARY WALL BACKING, STIFFENERS, BRACING, BACK-UP PLATES AND/ OR

SUPPORTING BRACKETS AS REQUIRED FOR THE INSTALLATION OF WALL-MOUNTED OR SUSPENDED EQUIPMENT OR BUILT-IN ITEMS. VERIFY REQUIREMENTS WITH MANUFACTURERS PRIOR TO INSTALLATION. SUPPLY CATALOG CUT SHEETS FOR ARCHITECT'S APPROVAL.

16. PROVIDE AND INSTALL ALL NECESSARY ELECTRICAL CONNECTIONS AND PLUMBING SUPPLY, FITTINGS & CONNECTORS TO COMPLETE INSTALLATION OF APPLIANCES & EQUIPMENT INDICATED ON PLAN. VERIFY REQUIREMENTS WITH MANUFACTURERS PRIOR TO INSTALLATION. SUPPLY CATALOG CUT SHEETS FOR ARCHITECT'S APPROVAL.

17. EXACT LOCATION OF FIRE EXTINGUISHER CABINETS TO BE CONFIRMED WITH ARCHITECT BEFORE INSTALLATION.

PROVIDE ADDITIONAL FIRE EXTINGUISHERS & CABINETS AS REQUIRED BY THE FIRE DEPARTMENT FIELD INSPECTORS.

18. CONTRACTOR TO VERIFY LOCATION OF ALL THERMOSTATS WITH ARCHITECT PRIOR TO INSTALLATION.

19. ALL EXITS SHALL HAVE EXIT SIGNS AND ALL BLIND CORRIDOR TURNS SHALL HAVE DIRECTIONAL EXIT SIGNS.

20. PREPARE ALL FLOOR SURFACES AS REQUIRED TO RECEIVE FINISHES AS NOTED ON FINISH PLAN, ENLARGED FINISH PLANS & FINISH LEGEND.

21. UNLESS OTHERWISE NOTED, ALL GYPSUM BOARD SURFACES, WALLS, AND CEILINGS SHALL BE TAPED, SANDED SMOOTH TO A "LEVEL 4" FINISH, SO AS TO RECEIVE PAINT OR WALL COVERING MATERIAL.

22. PROVIDE SOUND INSULATION AT PERIMETER WALLS OF RESTROOMS, LOBBY, STAIRS, AND ACROSS CEILING OF RESTROOMS TO CREATE AN ACOUSTIC ENVELOPE, U.O.N.

23. PATCH AND FILL VARIOUS OPENINGS AT EXISTING GYPSUM BOARD PARTITIONS AND SOFFITS FOLLOWING

REMOVAL OR INSTALLATION OF ANY SURFACE MOUNTED OR RECESSED FURNISHINGS, RECEPTACLES, UTILITY

PIPING, SHELF STANDARDS & ALL OTHER SIMILAR ELEMENTS INDICATED TO BE REMOVED DURING THE DEMOLITION PHASE OR INSTALLED DURING THE CONSTRUCTION PHASE: TAPE AND SEAL ALL SEAMS WITH JOINT COMPOUND: APPLY NEW FINISH TO MATCH EXISTING FINISH AT ADJACENT GYPSUM BOARD SURFACES AND FEATHER NEW FINISH WITH EXISTING FINISH TO PROVIDE CONSISTENT & CONTINUOUS FINISH.

MILLWORK NOTES

1. CONTRACTOR MUST NOTIFY ARCHITECT / DESIGNER OF ANY DISCREPANCY IN PLANS. FINISH ITEMS CLEARLY

SHOWN IN PLANS, BUT OMITTED FROM SCHEDULES OR LEGENDS MUST STILL BE PROVIDED AND INSTALLED BY CONTRACTOR. CONTRACTOR TO VERIFY OMITTED FINISHES WITH ARCHITECT OR DESIGNER PRIOR TO ORDERING PRODUCTS.

2. SHOP DRAWINGS MUST BE PROVIDED FOR APPROVAL PRIOR TO FABRICATION TO THE ARCHITECT. CABINETMAKER SHALL USE ON SITE FIELD FRAMING DIMENSIONS FOR ALL SHOP DRAWINGS AND FABRICATIONS. ANY

SUBSTITUTIONS TO THE FOLLOWING SPECIFICATIONS MUST BE APPROVED BY THE ARCHITECT PRIOR TO FABRICATION.

3. CABINET MAKER TO COORDINATE & VERIFY WITH CONTRACTOR FINAL LOCATION FOR CANTILEVERED COUNTERS FOR IN-WALL SUPPORT BRACKETS, PRIOR TO GYPSUM BOARD FINISHING OF WALLS. ALL FINAL INSTALLATION

HEIGHTS FOR IN-WALL SUPPORT BRACKETS MUST MEET ALL APPLICABLE ACCESSIBILITY CODES AND STANDARDS WITH COUNTER TOP MATERIAL THICKNESS INCLUDED.

4. MATERIAL COLORS NOT LISTED SHALL BE REQUESTED FROM ARCHITECT/INTERIOR DESIGNER ON SHOP DRAWING SUBMITTALS OR BY LETTER.

5. ALL UPPERS TO BE LAMINATED TO MATCH BASE CABINETS. BOTH UPPERS & LOWER CABINETS IN WET AREAS TO HAVE MATCHING PVC EDGE, ALL OTHERS TO HAVE PLASTIC LAMINATE EDGE BANDING U.O.N.

6. ALL CABINETS AND DOORS SHALL BE CONSTRUCTED FROM 3/4" THICK MATERIAL, UNLESS APPROVED PRIOR TO EACH JOB.

7. ALL BASE CABINET ARE NOT TO RECEIVE WALL BASE UNLESS INDICATED ON FINISH PLANS OR ELEVATIONS.

8. ALL INTERIORS OF CLOSED CABINETS TO BE WHITE MELAMINE/POLYESTER OR APPROVED EQUAL, UNLESS OTHERWISE SPECIFIED.

9. ALL OPEN CABINETS OR SHELVES TO HAVE PLASTIC LAMINATE TO MATCH EXTERIORS.

10. NO 3/4" THICK SHELF SHALL SPAN LONGER THAN 32" WITHOUT SUPPORT.

11. ALL SHELVING TO BE ADJUSTABLE UNLESS OTHERWISE SPECIFIED.

12. ALL FILE PEDESTALS ARE TO BE CONFIGURED FOR "FRONT TO BACK" FILING AND BE ABLE TO ACCEPT METAL HANGERS TO ACCEPT PENDAFLEX TYPE FILE FOLDERS, UNLESS NOTED AS LATERAL.

13. ALL COUNTER TOPS TO BE 24" DEEP, UNLESS OTHERWISE SPECIFIED. WHERE NO BACKSPLASH IS SPECIFIED, COUNTER TOPS TO BE SCRIBED TIGHTLY TO BACK & SIDE WALLS.

14. ALL BACKSPLASHES TO BE SCRIBED TO WALLS, AND MUST BE FLUSH TO EDGE OF BASE, UNLESS OTHERWISE SPECIFIED. ALL COUNTER TRANSITION SEAMS MUST BE CAULKED SEALED, VERIFY EITHER MATCHING COLOR CAULK OR CLEAR SILICONE.

15. PROVIDE SIDE SPLASHES AT LOCATIONS ADJACENT TO WALLS OR WINDOWS, ESPECIALLY FOR SINKS U.O.N.

16. FACES OF PIGEONHOLES TO MATCH WORK SURFACE LAMINATE. COLOR OF EDGE BANDING ON ALL DOORS TO MATCH FACE MATERIAL.

17. SEE SPECIFICATIONS/PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.

18. COUNTERTOPS SHALL HAVE A NOSING OF COUNTERTOP MATERIAL AT LEAST 3" DEEP, WHEREBY THE COUNTER MATERIAL EXTENDS INTO THE INSIDE OF THE CABINET, I.E. OVER THE DOOR (WHEN PRESENT).

19. END PANELS AND FRONT EDGES OF EDGE PANELS WHICH ARE PROUD OF THE INTERIOR CABINET SHALL BE FACED TO MATCH DOOR FRONTS.

20. ALL HINGED DOORS TO HAVE CLEAR SILENCERS TOP AND BOTTOM ON DOOR (NOT CABINET).

21. ALL DRAWERS GLIDES SHALL HAVE SILENCERS BUILT INTO THE GLIDE AND NOT INSTALLED ON THE DRAWER OR DRAWER FRONT.

22. ALL DRAWER GLIDES SHALL BE FULL EXTENSION.

23. ALL HINGES SHALL OPEN ±105°, EXCEPT WHERE CABINETS ARE ADJACENT TO THE WALLS. PROVIDE HINGES WHICH LIMIT THE DOOR SWING TO KEEP THE DOOR PULL FROM DAMAGING THE WALL.

PRE-CONST. MEETING

1. PRIOR TO START OF CONSTRUCTION, A PRE-CONSTRUCTION MEETING IS TO BE HELD INCLUDING A RESPONSIBLE REPRESENTATIVE OF THE ARCHITECT, THE OWNER AND THE GENERAL CONTRACTOR. THE DISCUSSION WILL BE

IN REGARDS TO THE ARCHITECT-OWNER-CONTRACTOR (AOC) CORRESPONDENCE PROCESSES AND PROCEDURES. AT A MINIMUM, THE FOLLOWING IS TO BE DISCUSSED:

2. OAC REGULARLY SCHEDULED MEETINGS

2.1. WHEN

2.2. WHERE

2.3. HOW OFTEN

2.4. IN PERSON VERSUS CONFERENCE CALLS

2.5. APPROXIMATE ALOTTED TIME PER MEETING

3. CONSTRUCTION MEETING MINUTES

3.1. FORMAT FOR THE MINUTES

3.2. CONTRACTOR TO AUTHOR THE MINUTES

4. FORMAL CHANGES IN THE WORK

4.1. ADDENDA AND BULLETINS ISSUED BY THE ARCHITECT

4.2. CHANGE ORDER REQUESTS ISSUED BY THE CONTRACTOR

4.3. CHANGE ORDERS ISSUED BY THE CONTRACTOR

4.4. TRACKING MECHANISMS

5. REQUESTS FOR INFORMATION PROCESS

5.1. TRACKING MECHANISM

5.2. DEFINE Cc: RECIPIENT LIST

5.3. STANDARD RESPONSE TIMES (2-5 WORKING DAYS IS STANDARD)

6. SUBMITTAL PROCESS

6.1. TRACKING MECHANISM

6.2. ISSUANCE SCHEDULE BY THE CONTRACTOR

6.3. DEFINE Cc RECIPIENT LIST

6.4. STAMPED REVIEWED AND APPROVED BY CONTRACTOR PRIOR TO SUBMISSION

6.5. NON-REQUESTED SUBMITTALS MAY NOT BE REVIEWED

6.6. STANDARD RESPONSE TIMES (7-10 WORKING DAYS IS STANDARD)

7. SUBSTITUTIONS

7.1. REQUEST FORMS WITH REASONS AND BENEFIT FOR SUBSTITUTION

8. PAYMENT APPLICATIONS

8.1. PROCESS

8.2. SUBMITTAL DATE

8.3. ANTICIPATED TURN-AROUND

9. PUNCH LISTS

9.1. ONLY ONE PUNCH WALK TO BE PROVIDED BY DESIGN TEAM

9.2. CONTRACTOR TO PUNCH AND MAKE CORRECTIONS PRIOR TO DESIGN TEAM PUNCH.

9.3. A FINAL WALK WILL OCCUR ONLY IF THE ARCHITECT IS CONTRACTED TO DO SO.

G.C. INSTRUCTIONS

1. AT THE START OF JOB PROVIDE A SCHEDULE OF ALL ANTICIPATED SUBMITTALS AND DATES. FLAG SUBMITTALS WHICH ARE OR COULD BE CRITICAL PATH. FLAG SUBMITTALS THAT WILL BE REQUESTED TO BE EXPEDITED FASTER THAN THE STANDARD 7-10 DAYS.

2. A SUBMITTAL LOG IS TO BE MAINTAINED BY THE GENERAL CONTRACTOR AND A CURRENT COPY IS TO BE INCLUDED WITH EACH SUBMISSION.

3. ALL SUBMITTALS MUST BE REVIEWED AND APPROVED WITH A STAMP AND SIGNATURE BY THE GENERAL CONTRACTOR PRIOR TO SUBMISSION. THE REVIEW WILL INCLUDE BUT NOT BE LIMITED TO:

3.1. CONFIRMING THAT THE SUBMITTAL MEETS THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.

3.2. COORDINATION HAS TAKEN PLACE WITH ALL INTERCONNECTING TRADES

3.3. THE SUBMITTAL IS COMPLETE AND COMPREHENSIVE

4. REQUESTS ON SUBMITTALS FOR DIMENSIONS WHICH CAN BE DISCERNABLE THROUGH MATHEMATICAL MEANS FROM INFORMATION ALREADY PROVIDED ON THE CONTRACT DOCUMENTS WILL NOT BE PROVIDED.

5. SUBMITTALS NOT REQUESTED BY THE CONTRACT DOCUMENTS MAY OR MAY NOT BE REVIEWED AT THE DESIGN TEAMS DISCRETION.

6. SUBMITTALS ARE TO BE ROUTED THROUGH THE ARCHITECT AND ARE NOT TO BE SENT DIRECTLY TO ARCHITECT'S CONSULTANTS UNLESS SPECIFICALLY AUTHORIZED BY THE ARCHITECT.

7. MINOR CHANGES IN THE WORK MAY OCCUR AS A RESULT OF THE DESIGN TEAM'S REVIEW. IF A CHANGE RESULTS

IN MODIFICATIONS TO THE CONTRACT PRICE OR SCHEDULE, THE CONTRACTOR WILL ISSUE A CHANGE ORDER REQUEST FOR REVIEW AND APPROVAL BY THE OWNER AND ARCHITECT PRIOR TO PROCEEDING.

SUBMITTALS

1. THE GENERAL CONTRACTOR IS TO REVIEW ALL PROSPECTIVE RFI's AND MAKE EVERY EFFORT TO ANSWER THEM BEFORE SUBMITTING TO THE DESIGN TEAM.

2. MINOR CHANGES IN THE WORK MAY OCCUR AS A RESULT OF THE DESIGN TEAM'S REVIEW. IF A CHANGE RESULTS

IN MODIFICATIONS TO THE CONTRACT PRICE OR SCHEDULE, THE CONTRACTOR WILL ISSUE A CHANGE ORDER REQUEST FOR REVIEW AND APPROVAL BY THE OWNER AND ARCHITECT PRIOR TO PROCEEDING.

3. AN RFI LOG IS TO BE MAINTAINED BY THE GENERAL CONTRACTOR AND A CURRENT COPY IS TO BE INCLUDED WITH EACH RFI SUBMISSION ALONG WITH ANY CRITICAL RESPONSE DUE DATES.

4. RFI's REGARDING METHODS AND MEANS OF CONSTRUCTION WILL NOT BE REVIEWED AND WILL BE REMOVED FROM THE RFI LOG.

REQUESTS FOR INFORMATION (RFI's)

1. A COMPLETE SCHEDULE OF VALUES OF THE BASE CONTRACT IS TO BE PROVIDED TO THE OWNER AND ARCHITECT PRIOR TO THE START OF ANY WORK.

2. ALL CHANGE ORDER REQUESTS ARE TO BE REVIEWED AND APPROVED BY THE OWNER AND ARCHITECT PRIOR TO SUBMISSION OF A CHANGE ORDER.

3. CHANGE ORDER REQUESTS ARE TO INCLUDE A COMPLETE BREAKDOWN BY TRADE ALONG WITH TRADE BACK-UP AND UNIT PRICING WHERE APPLICABLE.

4. A CHANGE ORDER REQUEST AND CHANGE ORDER LOG IS TO BE MAINTAINED BY THE GENERAL CONTRACTOR AND SUBMITTED ALONG WITH EACH CHANGE ORDER REQUEST.

CHANGE ORDERS
UNDER THE SUPERVISION OF: Sheet Number:

Department of Public Works

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT

SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
P.N.: 2.1000.03
NO. DATE BY DESCRIPTION APPROV.

REVISIONS CITY OF MONTEBELLO SENIOR CENTER REMODEL
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT 115 S Taylor Ave, Montebello,CA 90640
DESIGNED BY:

DRAWN BY:

CHECKED BY: DATE:
iARCH
iARCH
iARCH

FINISH NOTES

1. NO FINISH SUBSTITUTIONS MAY BE MADE UNLESS APPROVED BY ARCHITECT.

2. CONTRACTOR MUST NOTIFY THE ARCHITECT OF ANY DISCREPANCY IN PLANS. FINISH ITEMS CLEARLY

SHOWN IN PLANS, BUT OMITTED FROM SCHEDULES OR LEGENDS MUST STILL BE PROVIDED AND INSTALLED BY CONTRACTOR. CONTRACTOR TO VERIFY OMITTED FINISHED WITH ARCHITECT PRIOR TO ORDERING PRODUCTS.

3. INSTALL MATERIALS ACCORDING TO MANUFACTURER'S SUGGESTED INSTALLATION AND PREPARATION/MAINTENANCE SPECIFICATIONS OR BETTER, UNLESS OTHERWISE APPROVED OR NOTED.

4. APPLICATION OF CONTROLLED INTERIOR FINISHES SHALL BE IN CONFORMANCE WITH STATE & LOCAL CODES.

5. DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME-RETARDANT CONDITION.

6. SUBMIT THE FOLLOWING SAMPLES FOR ARCHITECT'S APPROVAL:

A. THREE (3) 12" X 12" SAMPLES FOR ALL PAINT AND STAIN BRUSHOUTS, VINYL AND FABRIC FINISHES AND COLORS APPLIED TO A SUBSTRATE WHICH IS REPRESENTATIVE OF THE SURFACE TO BE FINISHED.

SUBMIT PAINT SAMPLES FROM THE PAINT LOT OR LOTS INTENDED FOR APPLICATION.

B. ONE (1) 24" X 24" MOCK-UP WITH SAMPLE SEAM (CENTERED) OF ALL FABRIC AND VINYL FINISHES AND COLOR.

C. THREE (3) 12" X 12" SAMPLES OF ALL FLOOR COVERING.

D. SUBMIT ACTUAL CUTTINGS OF EACH PRODUCT FOR COLOR/QUALITY CONTROL.

7. WHERE MATERIALS ARE NOT RETURNABLE, SUBMIT SAMPLES TO ARCHITECT BEFORE PLACING FULL ORDERS.

8. SUBMIT SEAMING PLAN FOR ALL FLOOR FINISHES TO ARCHITECT FOR APPROVAL PRIOR TO ORDER.

9. NOTIFY ARCHITECT IMMEDIATELY OF ITEMS WITH LONG LEAD TIMES.

10. ALL PAINT FINISH OF METAL PARTS OF DOORS, HANDRAILS, PERIMETER ENCLOSURES, ETC., SHALL BE SEMI-GLOSS, U.O.N.

11. WHERE PAINT COLORS CHANGE, CORNERS ARE TO BE CUT-IN FREE OF OVERLAPPING.

12. PRIOR TO THE INSTALLATION OF WALL COVERINGS, SURFACES SHALL BE PROPERLY PREPARED WITH SEALER PER MANUFACTURER'S RECOMMENDATIONS.

13. CONTRACTOR TO VERIFY CONDITION AND LEVEL OF FLOOR SO AS TO RECEIVE NEW FINISHES WITHOUT BOWING AT FLOOR OR WALL BASE. CONTRACTOR IS RESPONSIBLE FOR ALL FLOOR PREPARATION.

14. ALL CARPETING SHALL BE INSTALLED WITH GLUE DOWN METHOD, U.O.N.

15. WHERE FLOOR-MOUNTED OUTLETS ARE REQUIRED ON CARPETED AREA, CUT CARPET IN AN "X" OVER FLOOR HOLE AND INSTALL CARPET OVER TOP. DO NOT TRIM CARPET.

16. ALL V.C.T. TO BE INSTALLED WITH FULL TILE FROM VINYL THRESHOLD STRIP AND FULL TILE FROM WALL ADJACENT TO DOOR SWING, U.O.N.

17. PROVIDE AND INSTALL SPECIFIED BASE FOR ALL AREAS TO RECEIVE FLOORING.

18. CONTRACTOR SHALL PROVIDE PRE-FORMED RUBBER BASE CORNERS. DO NOT CUT OR BEND STRAIGHT BASE TO MAKE CORNERS.

19. MILLWORK LOWER CABINETS ARE NOT TO RECEIVE WALL BASE UNLESS INDICATED ON FINISH PLANS.

20. FLOOR FINISHES TO CONTINUE UNDERNEATH "OPEN FLOOR" AREAS OF MILLWORK, INCLUDING SINK AREA AND AT ALL UNDER-COUNTER EQUIPMENT AREAS WHICH ARE OPEN TO THE FLOOR.

21. FLOORS SHALL BE SLOPED TO FLOOR DRAINS. COORDINATE WITH PLUMBING AND STRUCTURAL DRAWINGS.

IN RATED FLOOR CONDITIONS, CONFIRM REMAINING FLOOR THICKNESS STILL CONFORMS TO MINIMUM RATING REQUIREMENT.

22. CONTRACTOR TO RUN CALCIUM CHLORIDE TEST ON ALL EXISTING OR NEW CONCRETE SLABS PRIOR TO

INSTALLING ANY FLOORING AND COMPARE RESULTS WITH FLOORING MANUFACTURE'S RECOMMENDED MAXIMUM CONTENT FOR WARRANTIES AND ADHESIVE PRODUCTS.

23. PRIOR TO NEW FLOORING INSTALLATION REMOVE EXISTING FLOOR FINISHES. PATCH AND REPAIR SUB-FLOOR AS REQUIRED. PREPARE FLOORS AND TRANSITIONS AS REQUIRED FOR SMOOTH AND LEVEL FINISH PER APPLICABLE BUILDING CODES.

24. ALL FLOORING TRANSITIONS AMONG ALL THE DIFFERING FLOORING MATERIAL SPECIFICATION TYPES ARE TO BE A FLUSH TRANSITION.

25. FEATHER SUB-FLOOR UP FOR A) TILE FLOORING TO CARPET AND B) VINYL FLOORING TO CARPET, FOR FLUSH INSTALLATION.

26. INSTALL METAL TRANSITION STRIPS WHERE TILE MEETS ALL OTHER FLOORING TYPES. PROVIDE LOW PROFILE TRANSITION STRIP WHERE ALL OTHER DIFFERENT FLOOR TYPES MEET, VERIFY COLOR.

27. CONTRACTOR TO HEAT/CHEMICAL SEAM VINYL FLOORING AS PER MANUFACTURER'S SPECIFICATIONS AND SEAL ALL VINYL FLOORS PER MANUFACTURER'S MAINTENANCE SPECIFICATIONS.

28. FLOOR COVERING INSTALLER TO FOLLOW MANUFACTURER'S SPECIFIED CARPET INSTALLATION INSTRUCTIONS. USING ADHESIVES AND INSTALLATION METHODS REQUIRED INSTRUCTIONS TO MAINTAIN PRODUCT'S WARRANTY. CONTACT CARPET SALES REPRESENTATIVE WITH QUESTIONS PRIOR TO PROCEEDING.

29. FLOOR COVERING INSTALLER TO FOLLOW MANUFACTURER'S SPECIFIED CONTOURED RUBBER BASE

INSTALLATION INSTRUCTIONS USING ADHESIVES AND INSTALLATION METHODS REQUIRED TO MAINTAIN PRODUCT'S WARRANTY.

30. FLOOR COVERING INSTALLER REQUIRED TO PROVIDE MINIMAL SEAMS/JOINTS AT ALL LOCATIONS FOR FLOOR AND WALL BASE MATERIAL INSTALLATION. PROVIDE LOW VOC, BUT HEAVY DUTY ADHESIVES TO ENDURE HEAVY FOOT TRAFFIC, CARTS AND TO MAINTAIN PRODUCT'S WARRANTY.

31. PRIOR TO PAINTING, WALLS MUST BE PATCHED AND REPAIRED, CLEAN AND DRY AND PROPERLY MEMBERED AND ALIGNED SO, AS TO LEAVE NO EVIDENCE OF PATCHING OR REPAIRS. ALL SCREW AND NAIL HEADS MUST BE SET AND SPACKLED. ALL JOINTS MUST BE TAPED AND COVERED WITH JOINT COMPOUND. JOINTS THAT

ARE FILLED TO BE SANDED SMOOTH AND DUST REMOVED PRIOR TO RECEIVING NEW PAINT FINISH APPLICATION.

32. PRIOR TO PAINTING OVER WALL COVERING, SECURELY GLUE DOWN ANY LIFTING OR BUCKLING AND HIDE ALL SEAMING OR BUMPS.

33. WALLS TO HAVE AT LEAST ONE COAT OF COLORED PRIMER AND TWO COATS OF SPECIFIED PAINT FINISH TYPE. PAINT TO BE A LOW VOC UNLESS U.O.N. HIGH TRAFFIC/WEAR ABILITY WITH GOOD SCRUB AND CLEANING ABILITY. VERIFY ALL WITH TENANT OR OWNER PRIOR TO PURCHASING PAINT.

34. PAINT ALL SPEAKER COVERS AND HVAC GRILLS IN GYPSUM BOARD WALLS AND CEILINGS TO MATCH ADJACENT PAINT COLOR AS SPECIFIED.

35. PRIOR TO INSTALLING WALL TILES AND WALL BASE TILE, WALLS MUST BE PATCHED AND REPAIRED, CLEAN

AND DRY AND BE PROPERLY MEMBERED AND ALIGNED, SO, AS TO LEAVE NO EVIDENCE OF PATCHING OR REPAIRS. ALL SCREW AND NAIL HEADS MUST BE SET AND SPACKLED. ALL JOINTS MUST BE TAPED AND COVERED WITH JOINT COMPOUND. JOINTS THAT ARE FILLED ARE TO BE SANDED SMOOTH AND BUMP FREE WITH DUST REMOVED PRIOR TO RECEIVING MORTAR BED/BOND COAT AND WALL TILES.

36. ALL WALL TILES ARE TO HAVE A MORTAR BED/BOND COAT THICKNESS TO ACCOMMODATE THE VARYING

THICKNESSES OF ALL MATERIAL TYPES OF TILE SPECIFIED FOR WALL INSTALLATION WITH A FLUSH FRONT FACE.

37. ALL TRANSLUCENT GLASS TILE SPECIFIED ARE TO RECEIVE UNIFORM COVERAGE BY BACK BUTTERING TILES AND TROWEL RIDGES FLATTENED PRIOR TO SETTING TRANSLUCENT GLASS TILES.

38. FLOORS OF TOILETS, BATHING AND SHOWER ROOMS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE. THE INTERSECTION OF SUCH FLOORS WITH WALLS SHALL HAVE A SMOOTH, HARD, NONABSORBENT VERTICAL BASE AS SPECIFIED IN FINISH PLANS OR RESTROOM ELEVATIONS. BASE SHALL EXTEND UPWARD ONTO THE WALLS NOT LESS THAN 4 INCHES.

39. 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.

40. CONTROL JOINTS AT GYPSUM BOARD ASSEMBLIES: THE MAXIMUM RECOMMENDED CONTROL JOINT SPACING FOR WALLS AND CEILINGS WITHOUT PERIMETER RELIEF IS 30 LINEAR FEET OR 900 SQUARE FEET OF SURFACE AREA, WITH PERIMETER RELIEF IS 50 LINEAR FEET OR 2,500 SQUARE FEET OF SURFACE AREA.

EXTERIOR JOINT SPACING IS RECOMMENDED AT 30 LINEAR FEET OR 900 SQUARE FEET OF SURFACE AREA.

41. CONSTRUCTION JOINTS (EXPANSION JOINTS) AT GYPSUM BOARD ASSEMBLIES: CONSTRUCTION JOINTS ARE REQUIRED AT CONTINUOUS GYPSUM BOARD SURFACES WITH DISSIMILAR WALL STRUCTURE.

BID NOTES

1. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OF PLANS FOR BID PURPOSES PRIOR TO THE ISSUANCE OF THE BUILDING PERMIT.

2. THE INTENT OF THESE DOCUMENTS IS TO INCLUDE ALL LABORS, MATERIALS AND EQUIPMENT, AND TRANSPORTATION NECESSARY FOR COMPLETE AND PROPER EXECUTION OF THE WORK.

3. AN GENERAL CONTRACTOR AND HIS SUB-CONTRACTORS SHALL THOROUGHLY FAMILIARIZE

THEMSELVES WITH THESE CONTRACT DOCUMENTS AND SHALL VERIFY THE EXISTING SITE AND CONDITIONS PRIOR TO SUBMITTING A BID. ALL SUB-CONTRACTORS SHALL PROVIDE ALL LABOR,

SUPERVISION, AND MATERIALS OF EVERY TYPE WHICH MAY BE NECESSARY FOR A SUCCESSFUL

COMPLETION OF ALL WORK TO BE PERFORMED IN A GOOD AND WORKMANLIKE MANNER ACCORDING TO THE TRUE INTENT AND MEANING OF DRAWINGS AND SPECIFICATIONS.

4. THIS ARCHITECT AND HIS PROFESSIONAL CONSULTANTS WILL NOT HAVE CONTROL OF AND WILL

NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES,

PROCEDURES, OR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK ON

THIS PROJECT OR FOR ACTS OR OMISSIONS OF THE CONTRACTOR, SUB-CONTRACTOR, OR ANY

OTHER PERSONS PERFORMING ANY OF THE WORK ON THIS SITE, NOR FOR THE FAILURE OF ANY OF

THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE INTENT OF THE CONTRACT AND CONSTRUCTION DOCUMENTS.

5. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL WORK WITH ALL TRADES IN ORDER TO AVOID INTERFERENCE AND OMISSIONS.

6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ARCHITECT IN WRITING OF ANY

CONFLICTS, ERRORS, AMBIGUITIES, OR DISCREPANCIES THAT THE CONTRACTOR HAS DISCOVERED IN THE CONTRACT DOCUMENTS OR SITE CONDITIONS. THE ARCHITECT WILL ISSUE A WRITTEN RESPONSE.

7. GENERAL CONTRACTOR SHALL AMEND AND MAKE GOOD AT HIS OWN COST ANY DEFECTS OR OTHER FAULTS IN HIS SUB-CONTRACTOR WORKMANSHIP AND/OR SUPPLIED MATERIALS.

8. EACH BIDDER REPRESENTS THAT HE HAS VISITED THE SITE, PERFORMED INVESTIGATIONS AND

VERIFICATIONS AS HE DEEMS NECESSARY AND FAMILIARIZE HIMSELF WITH THE LOCAL CONDITIONS

UNDER WHICH THE WORK IS TO BE PERFORMED AND WILL BE RESPONSIBLE FOR ANY AND ALL ERRORS IN HIS PROPOSAL RESULTING FROM HIS FAILURE TO DO SO.

9. REFER TO THE SPECIFICATIONS FOR ADDITIONAL INFORMATION.

10. BID SHALL INCLUDE ALL MATERIALS, PRODUCTS, ETC. INDICATED IN THESE CONTRACT DOCUMENTS.

SUBSTITUTIONS OF ANY MATERIAL, PRODUCT, ETC. IS NOT ACCEPTABLE WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT AND COULD BE SUBJECT TO BID DISQUALIFICATION. REFER TO SPECIFICATIONS FOR SUBSTITUTION PROCEDURE.

A0.1
- -

9" 29" CLEARANCE AT FACE 34" MAX. LAVATORY 40" MAX. TO BOTT. OF REFLECTING SURFACE

ADA TRAP GUARD
LAVATORY - FLOOR CLEARANCE LAVATORY - MOUNTING HEIGHTS 18" MIN.

CL
4'-0" MIN.

CLEAR FLOOR SPACE 2'-6" MIN. CLEAR 33"-36" TO GRAB BAR
12"
MAX.
42"
MIN.

GRAB BAR W/

BLOCKING

TOILET PAPER

COMPLY W/ ICC
A117.1 604.7 AND
ADA 604.7

FLOOR MOUNTED TOILET-FRONT VIEW FLOOR MOUNTED TOILET-SIDE VIEW 17"-18"
CL

GRAB BAR W/

BLOCKING

FLUSH CONTROLS

SHALL BE MOUNTED

ON THE OPEN SIDE OF

THE WATER CLOSET
13 1
2 " MIN. 5'-0" 44" MAX.

CL
5"

ADA ROOM

IDENTIFICATION SIGN
(1/4" THICK) - RE:3/A0.3

DOOR MOUNTED
SIGN - RE: 2/A.03

LATCH SIDE OF
DOOR

RESTROOM ACCESSIBLE SIGNAGE CLOTHES HOOK INSTALLATION URINAL - FRONT VIEW URINAL - SIDE VIEW MIRROR 40" MAX. 17" MAX. 17" MAX.
39" MIN.
41" MAX. 18" MIN 19" MIN TO OUTLET OF DISPENSER 1-1/2" MIN CL 44" MAX.

INSTALL HOOK

INSIDE TOILET
COMPARTMENT 39" - 41"
7"-9"
24" MIN 12" MIN
36" MIN

ONLY WHEN APPLICABLE ONLY WHEN APPLICABLE

FEMININE NAPKIN

DISPOSAL
SOAP DISPENSER 40" MAX. TO CONTROL DEVICE
6" MAX.

TOE CLEARANCE
17" MIN.-25" MAX.

TOE CLEARANCE 9" MIN. KNEE
8" MIN.

KNEE CLEARANCE
11" MIN.

KNEE CLEARANCE 48" MAX
5A
A-404
5B
A-404 40" MAX. TO OPERABLE PARTS

HAND DRYER
URINAL CLEAR FLOOR ACCESS NOTE:
30"X48" WHERE ONE WALL / PARTITION IS LESS THAN OR
EQUAL TO 24" IN DEPTH, AND 30"X48" WHERE BOTH
WALLS / PARTITIONS ARE GREATER THAN 24" IN DEPTH.
6" MAX 19" MIN TO OUTLET OF DISPENSER 33"-36" TO GRAB BAR

CENTERLINE OF

DOOR & SIGN

CENTERLINE

OF SIGN
1/4" THICK ROUND

WOMEN'S ROOM SIGN
WITH GRADE 2 BRAILLE
1/4" THICK ROUND

MEN'S ROOM SIGN
WITH GRADE 2 BRAILLE
NOTE: SIGNAGE BLACK COLOR(S) AND LETTER SIZE SHALL COMPLY WITH LOCAL CODE AND ACCESSIBILITY REQUIREMENTS.

CL CL
CL
5'-0"
A.F.F.

NOTE: SIGNAGE PROVIDED BY PANDA AND INSTALLED BY G.C. 48" MIN. BASELINE OF LOWEST BRAILLE CELLS 60" MAX. BASELINE OF HIGHEST LINE OF RAISED CHARACTERS -3
Scale: N.T.S.

INTERNATIONAL SYMBOL OF ACCESSIBILITY
-4
Scale: N.T.S.

TYP. TACTILE SIGN INSTALLATION
GRAB BARS:

SANITARY FACILITIES:

1. ACCESSIBLE SIGN CONTAINING TACTILE CHARACTER IS PROVIDED AT DOOR, THE SIGN SHALL

BE ALONGSIDE THE DOOR ON LATCH SIDE AND AT DOUBLE DOORS, THE SIGN SHALL BE RIGHT OF THE RIGHT HANDED DOOR. THE SIGN CONTAINING TACTILE CHARACTERS SHALL HAVE 18" MINIMUM BY 18" MINIMUM SPACE ON THE FLOOR CENTERED ON SIGN. THE SIGN TACTILE CHARACTER SHALL BE 48" MINIMUM AND 60" MAXIMUM ABOVE FLOOR.

2. CLEARANCE AROUND THE WATER CLOSET SHALL BE 60" MINIMUM MEASURED PERPENDICULAR FROM THE SIDEWALL, 56" MINIMUM MEASURED PERPENDICULAR FROM REAR WALL. FOR WALL MOUNTED FIXTURE AND 59" FOR FLOOR MOUNTED FIXTURES. NO OTHER FIXTURES OR OBSTRUCTION SHALL BE WITHIN WATER CLOSET CLEARANCE.

3. WATER CLOSET COMPARTMENTS SHALL BE EQUIPPED WITH A DOOR THAT HAS AN

AUTOMATIC CLOSING DEVICE, AND SHALL HAVE A CLEAR UNOBSTRUCTED OPENING WIDTH OF 32-INCHES WHEN LOCATED AT THE END AND 34-INCHES WHEN LOCATED AT THE SIDE WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROMITS CLOSED POSITION.

4. EXCEPT FOR DOOR OPENING WIDTH AND DOOR SWINGS; A CLEAR UNOBSTRUCTED ACCESS NOT LESS THAN 44-INCHES SHALL BE PROVIDED TO WATER CLOSET COMPARTMENTS DESIGNED FOR USE BY THE DISABLED. THE SPACE IMMEDIATELY IN FRONT OF A WATER CLOSET COMPARTMENT SHALL BE NOT LESS THAN 48-INCHES AS MEASURED AT RIGHT ANGLES TO THE COMPARTMENT DOOR IN IT'S CLOSED POSITION.

5. THE HEIGHT OF ACCESSIBLE WATER CLOSETS SHALL BE A MINIMUM OF 17-INCHES AND A MAXIMUM OF 19-INCHES MEASURED TO THE TOP OF TOILET SEAT.

6. TOILET FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND, AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. CONTROLS FOR THE FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF THE TOILET AREAS, NO MORE THAN 44-INCHES ABOVE THE FLOOR. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS.

7. WHERE URINALS ARE PROVIDED, AT LEAST ONE SHALL HAVE A CLEAR SPACE 30-INCHES WIDE X 48-INCHES LONG IN FRONT OF THE URINAL.

8. WHERE URINALS ARE PROVIDED, AT LEAST ONE SHALL BE THE STALL-TYPE OR THE WALL-HUNG TYPE WITH THE RIM 17" MAXIMUM ABOVE THE FINISH FLOOR. URINALS SHALL BE 13-1/2" DEEP MINIMUM MEASURED FROM THE OUTER FACE OF THE URINAL RIM TO THE BACK OF THE FIXTURE.

9. A CLEAR FLOOR FORWARD APPROACH, AND KNEE AND TOE CLEARANCE SHALL BE PROVIDED.

A SPACE 30-INCHES MINIMUM WIDE X 48-INCHES MINIMUM LONG SHALL BE PROVIDED IN FRONT OF A LAVATORY TO ALLOW A FORWARD APPROACH. ONE FULL UNOBSTRUCTED SIDE

OF THE CLEAR FLOOR SHALL ADJOIN AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR SPACE. SUCH CLEAR FLOOR SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE UNDERNEATH THE LAVATORY.

10. LAVATORIES SHALL BE INSTALLED WITH THE FRONT OF THE HIGHER OF THE RIM OR COUNTER SURFACE 34-INCHES MAXIMUM ABOVE THE FINISH FLOOR.

11. TOE CLEARANCE: SPACE UNDER AN ELEMENT BETWEEN THE FINISH FLOOR AND 9-INCHES ABOVE THE FINISH FLOOR SHALL BE CONSIDERED TOE CLEARANCE. TOE CLEARANCE SHALL EXTEND 17-INCHES MINIMUM TO 25-INCHES MAXIMUM UNDER AN ELEMENT WITH A WIDTH OF 30-INCHES MINIMUM. SPACE EXTENDING GREATER THAN 6-INCHES BEYOND THE AVAILABLE KNEE CLEARANCE AT 9-INCHES ABOVE THE FINISH FLOOR SHALL NOT BE CONSIDERED TOE CLEARANCE.

12. KNEE CLEARANCE: SPACE UNDER AN ELEMENT BETWEEN 9-INCHES AND 27-INCHES ABOVE THE FINISH FLOOR SHALL BE CONSIDERED KNEE CLEARANCE. KNEE CLEARANCE SHALL EXTEND 25-INCHES MAXIMUM UNDER AN ELEMENT AT 9-INCHES ABOVE THE FINISH FLOOR AND BE 30-INCHES WIDE MINIMUM. KNEE CLEARANCE SHALL BE 11-INCHES DEEP MINIMUM AT 9-INCHES ABOVE FINISH FLOOR, AND 8-INCHES DEEP MINIMUM AT 27-INCHES ABOVE FINISH FLOOR. BETWEEN 9-INCHES AND 27-INCHES ABOVE FINISH FLOOR, THE KNEE CLEARANCE SHALL BE PERMITTED TO REDUCE AT A RATE OF 1-INCH IN DEPTH FOR EACH 6-INCHES IN HEIGHT.

13. WATER SUPPLIES AND DRAIN PIPES BELOW LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT PER CBC 11B-606.5 AND CPC 403.3 AND SPECIFY THE PROTECTORS, INSULATORS OR BOTH SHALL COMPLY WITH ASME A112.18.9 OR ASTM C1822.

14. FAUCET CONTROLS AND OPERATING MECHANISMS 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 5 POUNDS MAXIMUM.

LEVER-OPERATED, PUSH-TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGN. HAND OPERATED METERING FAUCETS SHALL REMAIN OPEN FOR 10 SECONDS MINIMUM. OPERABLE PARTS OF FAUCETS AND SOAP DISPENSERS

SHALL BE LOCATED WITHIN THE REACH RANGE PERMITTED BY THE KNEE AND TOE CLEARANCES PROVIDED. IN NO CASE SHALL OPERABLE PARTS BE FURTHER FROM THE FRONT EDGE OF THE LAVATORY, THAN THE DEPTH OF THE TOE CLEARANCE PROVIDED (19" MAX).

15. MIRRORS SHALL BE MOUNTED WITH THE BOTTOM REFLECTIVE SURFACE NOT MORE THAN 40-INCHES FROM THE FLOOR.

16. LOCATE TOWEL AND WASTE RECEPTACLES WITH ALL OPERABLE PARTS NOT MORE THAN 40-INCHES FROM THE FLOOR. SANITARY NAPKIN DISPOSAL UNITS, IF PROVIDED, SHALL BE

WALL MOUNTED AND LOCATED ON THE SIDEWALL BETWEEN THE REAR WALL OF THE TOILET AND THE TOILET PAPER DISPENSER, ADJACENT TO THE TOILET PAPER DISPENSER. THE

DISPOSAL UNIT SHALL BE LOCATED BELOW THE GRAB BAR WITH THE OPENING OF THE DISPOSAL UNIT 19 INCHES MINIMUM ABOVE THE FINISH FLOOR PER 11B-604.7.2.

17. LOCATE TOILET TISSUE DISPENSERS ON THE WALL WITHIN 7-9 INCHES IN FRONT OF THE WATER CLOSET MEASURED TO THE CENTERLINE OF THE DISPENSER. THE OUTLET (BOTTOM) OF THE TISSUE DISPENSER SHALL BE 19 INCHES MINIMUM ABOVE FINISH FLOOR, AND SHALL NOT BE LOCATED BEHIND THE GRAB BARS. DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROLS DELIVERY, OR DO NOT ALLOW CONTINUOUS PAPER FLOW.

18. GRAB BARS, FASTENERS AND MOUNTING DEVICES SHALL BE DESIGNED FOR 250 LBS. PER LINEAR FEET LOAD.

19. GRAB BARS SHALL BE LOCATED ON EACH SIDE, OR ONE SIDE AND THE BACK OF THE

PHYSICALLY DISABLED TOILET STALL OR COMPARTMENT AND SHALL BE SECURELY ATTACHED 33-INCHES MINIMUM TO 36-INCHES MAXIMUM ABOVE AND PARALLEL TO THE FLOOR. VERTICAL GRAB BAR SHALL BE 18-INCHES LONG, INSTALLED AT 39-INCHES TO 41-INCHES FROM THE REAR WALL AND 39-INCHES TO 41-INCHES ABOVE FINISH FLOOR.

20. GRAB BARS AT THE SIDE WALL SHALL BE AT LEAST 42-INCHES LONG MINIMUM, LOCATED 12-INCHES MAXIMUM FROM THE REAR WALL AND EXTENDING 54-INCHES MINIMUM FROM THE REAR WALL WITH THE FRONT END POSITIONED 24 INCHES MINIMUM IN FRONT OF THE WATER CLOSET PER 11B-604.5.1. THE REAR WALL GRAB BAR SHALL BE 36-INCHES LONG MINIMUM AND EXTEND FROM THE CENTERLINE OF THE WATER CLOSET 12-INCHES MINIMUM ON ONE SIDE AND 24-INCHES MINIMUM ON THE OTHER SIDE PER 11B-604.5.2.

21. GRAB BARS WITH CIRCULAR CROSS-SECTIONS SHALL HAVE AN OUTSIDE DIAMETER OF 1-1/4 INCHES MINIMUM TO 2 INCHES MAXIMUM. GRAB BARS WITH NON-CIRCULAR CROSS SECTIONS SHALL HAVE A CROSS-SECTION DIMENSION OF 2 INCHES MAXIMUM AND A PERIMETER DIMENSION OF 4 INCHES MINIMUM AND 4.8 INCHES MAXIMUM

22. IF THE GRAB BAR IS MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1-1/2 INCHES.

23. 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.

24. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS.

25. COAT HOOKS SHALL BE LOCATED WHERE A FORWARD REACH IS UNOBSTRUCTED, THE HIGH FORWARD REACH SHALL BE 48-INCHES MAXIMUM AND THE LOW FORWARD REACH SHALL BE 15-INCHES MINIMUM ABOVE THE FINISH FLOOR.

26. WHERE LOCKERS ARE PROVIDED, AT LEAST ONE AND NOT LESS THAN ONE PERCENT OF ALL LOCKERS SHALL BE MADE ACCESSIBLE TO THE PHYSICALLY DISABLED. A PATH OF TRAVEL NOT LESS THAN 36-INCHES IN CLEAR WIDTH SHALL BE PROVIDED TO THESE LOCKERS AND A CLEAR SPACE FOR A CIRCLE WITH DIAMETER OF 60-INCHES.

27. 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 PER 11B-308.1.1.

28. ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS 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 PER 11B-308.1.2.

29. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLED PERSONS. THE SYMBOL SPECIFIED ABOVE SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND.

THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 595C -1
Scale: N.T.S.

STANDARD ACCESSIBLE MOUNTING HEIGHTS AND CLEARANCES
ADDITIONAL REQUIREMENTS:
-2
Scale: N.T.S.

RESTROOM DOOR SIGNS
-5
Scale: N.T.S.

RESTROOM SIGNAGE
UNDER THE SUPERVISION OF: Sheet Number:

Department of Public Works

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT

SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
P.N.: 2.1000.03
NO. DATE BY DESCRIPTION APPROV.

REVISIONS CITY OF MONTEBELLO SENIOR CENTER REMODEL
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT 115 S Taylor Ave, Montebello,CA 90640
DESIGNED BY:

DRAWN BY:

CHECKED BY: DATE:
iARCH
iARCH
iARCH
A0.2
- -

FD

FD FACP

FACP FACP
UP
FD
FD
WH

ACCESS PANEL

EXISTING
HVAC
EX. DR. EX. DR. EX. DR.

EX. DR.

EXIT
EX. DR.

EX. DR.

EX. DR.

Range Range
8 8
9 9
3 9
3 2
2 9
2 2 2
2 2
2 2
8 2

EXISTING

ELECTRICAL
PANEL

KITCHEN
MEN'S

RESTROOM

WOMEN'S

RESTROOM

MULTI-PURPOSE
ROOM

HALLWAY

ELECTRICAL

STORAGE

STORAGE

JANITOR

STORAGE

STORAGE

HALLWAY

STORAGE
5 5
9 1
1 1
1 1
1 1
1 1
1 1
1 1
2 2
9 1
3 3
3 3
3 HALLWAY
4 3
4 3
2 11
12 UP
FD
FD
FD

FD FACP

FACP FACP
12 13
12 13 14
14 12 13
14 12 13
14 12 13
14 12 13
14 12 13
14 12 13
14 12 13
14 12 13
14 12 13
14 12 13
12 13 14
14 EXISTING

ELECTRICAL
PANEL

KITCHEN
MEN'S

RESTROOM
MEN'S

RESTROOM

MULTI-PURPOSE
ROOM

HALLWAY

ELECTRICAL STORAGE

STORAGE

JANITOR

STORAGE

STORAGE

HALLWAY

STORAGE
SC. 1/16" : 1-0"
-
1 Scale: 3/16" = 1'-0"

DEMOLITION PLAN
-
2 Scale: 3/16" = 1'-0"

DEMOLITION REFLECTED CEILING PLAN
#

DEMOLITION PLAN LEGEND

EXISTING WALL TO REMAIN

EXISTING WALL TO DEMOLISH

EXISTING DOOR TO REMAIN

AREA OF WORK

DEMOLITION PLAN NOTES

CEILING LEGEND
C.H.= #'- #" (E) CEILING HEIGHT
GYP. BOARD CEILING TO REMOVE

DEMOLITION GENERAL NOTES

1. ALL WORK SHALL BE COORDINATED WITH THE PROJECT MANAGER AND OTHER RELEVANT

PARTIES TO ENSURE SMOOTH EXECUTION AND MINIMAL DISRUPTION TO THE SURROUNDING AREAS.

2. PROTECT EXISTING STRUCTURES, UTILITIES, AND FINISHES NOT INCLUDED IN THE RENOVATION.

3. IMPLEMENT DUST AND NOISE CONTROL MEASURES AS NEEDED TO MAINTAIN A CLEAN AND SAFE ENVIRONMENT.

4. PERFORM ALL DEMOLITION WORK IN A CAREFUL AND CONTROLLED MANNER.

5. PROPERLY DISPOSE OF ALL DEBRIS IN COMPLIANCE WITH LOCAL REGULATIONS.

6. STORE ALL CONSTRUCTION MATERIALS IN A SECURE, ORGANIZED MANNER.

7. HANDLE MATERIALS CAREFULLY TO PREVENT DAMAGE AND ENSURE THEY REMAIN IN GOOD CONDITION.

8. FOLLOW ALL SAFETY PROTOCOLS AND REGULATIONS.

9. ENSURE THAT ALL PERSONNEL ON SITE WEAR APPROPRIATE PERSONAL PROTECTIVE EQUIPMENT (PPE).

10. ALL WORK MUST COMPLY WITH RELEVANT BUILDING CODES, SAFETY STANDARDS, AND REGULATIONS.

11. OBTAIN NECESSARY PERMITS AND INSPECTIONS AS REQUIRED BY LOCAL AUTHORITIES.

12. ENSURE THAT ALL WORK MEETS INDUSTRY STANDARDS AND PROJECT SPECIFICATIONS.

13. CONDUCT REGULAR INSPECTIONS TO VERIFY THE QUALITY AND ACCURACY OF THE WORK PERFORMED.

14. MAINTAIN CLEAR COMMUNICATION WITH THE PROJECT TEAM, STAKEHOLDERS, AND CONTRACTORS.

15. REPORT ANY ISSUES, DELAYS, OR CHANGES IN THE SCOPE OF WORK IMMEDIATELY.

16. CLEAN THE JOB SITE DAILY TO ENSURE A SAFE AND ORGANIZED WORK AREA.

17. PERFORM A THOROUGH CLEANUP UPON PROJECT COMPLETION, LEAVING THE SITE IN GOOD CONDITION.

NORTH
UNDER THE SUPERVISION OF: Sheet Number:

Department of Public Works

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT

SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
P.N.: 2.1000.03
NO. DATE BY DESCRIPTION APPROV.

REVISIONS CITY OF MONTEBELLO SENIOR CENTER REMODEL
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT 115 S Taylor Ave, Montebello,CA 90640
DESIGNED BY:

DRAWN BY:

CHECKED BY: DATE:
iARCH
iARCH
iARCH

1. DEMOLISH EXISTING FLOOR TILE THROUGHOUT ALL SCOPE OF WORK AND MORTAR BED DOWN TO THE CONCRETE SLAB. SAW CUT AND REMOVE PORTIONS OF THE EXISTING SLAB AS REQUIRED FOR INSTALLATION OF NEW FLOOR DRAINS.

2. DEMOLISH AND PROPERLY DISPOSE DESIGNATED WALLS AS INDICATED WITH DASHED LINES.

3. REMOVE ALL EXISTING DESIGNATED DOORS AND INDICATED WITH DASHED LINES.

4. REMOVE ALL EXISTING DESIGNATED WINDOWS AND INDICATED WITH DASHED LINES.

5. REMOVE ALL EXISTING PLUMBING FIXTURES AND MISCELLANEOUS PER PLUMBING DRAWINGS.

6. REMOVE ALL EXISTING LIGHTING FIXTURES, WRINGING AND MISCELLANEOUS PER ELECTRICAL PLANS.

7. DEMOLISH AND PROPERLY DISPOSE ALL EXISTING WALL AND FLOOR TILE FINISHES THROUGHOUT KITCHEN AND RESTROOM.

8. REMOVE ALL EXISTING PARTITIONS, HARDWARE AND MISCELLANEOUS.

9. REMOVE ALL EXISTING KITCHEN AND RESTROOM FIXTURES, EQUIPMENT AND MISCELLANEOUS.

10. REMOVE ALL EXISTING RESTROOM SIGNS AND ACCESSORIES.

11. DEMOLISH AND PROPERLY DISPOSE DESIGNATED POSTS AS INDICATED IN DEMOLITION PLAN.

12. REMOVE ALL EXISTING CEILING GYPSUM BOARD, ACOUSTIC CEILING TILE (ACT); PREPARE THE STRUCTURE TO RECEIVE NEW CEILING SYSTEM PER CONSTRUCTION RCP PLAN.

13. REMOVE ALL EXISTING HVAC REGISTERS, DIFFUSERS, AND DUCTWORK TO ACCOMMODATE NEW HVAC SYSTEM INSTALLATION.

14. REMOVE ALL EXISTING EXHAUST FANS AND ASSOCIATED COMPONENTS TO RECEIVE NEW.

ITEMS TO DEMOLISH
A1.0
- -

1 TYP.
1 TYP.
1 TYP.
1 TYP.

UP
1 TYP.
1 TYP.
1 TYP.
1 TYP.
1 TYP.
1 TYP.
1 TYP.
2 2
2 2
2 2
2 2
2 A2.0
See Sheet
3 TYP.
3 TYP.
3 TYP.
3 TYP.
3 TYP.
3 TYP.
3 TYP.
4 4
TYP.
4 TYP.
4 4
4 4
4 3
TYP.
3 TYP.
3 TYP.
6 6
7 101

MULTI-PURPOSE HALL
102
GYM
103

COMPUTER POOL
104

WOMEN'S
105
MEN'S
106

KITCHENETTE
107

STORAGE
107

STORAGE
108

HALLWAYS
108

HALLWAYS
11 12
17 4
A2.2
See Sheet
17 TYP.
17 TYP.
9 TYP.
9 TYP.
18 5
TYP.
8 TYP.
10 10
10 10
10 10
9 9
TYP.
8 TYP.
10 9
TYP.
9 TYP.
9 TYP.
5 TYP.
5 TYP.
5 TYP.
19 19
19 25
25 25
25 25
25 5
TYP.

UP

EXIT SIGN EXIT SIGN

EXIT SIGN
21 21
21 21
21 21 21
21 22
22 22
22 22
22 22
22 22
22 24
24 24
24 * VERIFY EXISTING CONDITIONS ON SITE. COORDINATE THE REFLECTED CEILING PLAN TO MAINTAIN THE HIGHEST FEASIBLE CEILING ELEVATION AND MAXIMIZE CLEAR SPACE BELOW. -
1 Scale: 3/16" = 1'-0"

CONSTRUCTION PLAN
-2
Scale: 3/16" = 1'-0"

CONSTRUCTION CEILING PLAN
UNDER THE SUPERVISION OF: Sheet Number:

Department of Public Works

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT

SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
P.N.: 2.1000.03
NO. DATE BY DESCRIPTION APPROV.

REVISIONS CITY OF MONTEBELLO SENIOR CENTER REMODEL
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT 115 S Taylor Ave, Montebello,CA 90640
DESIGNED BY:

DRAWN BY:

CHECKED BY: DATE:
iARCH
iARCH
iARCH
SC. 1/16" : 1-0"
NOTES:

1. FOR PLUMBING FIXTURES, SEE SHEET P1.0.

2. FOR TOILET ACCESSORIES & PARTITIONS, SEE ACCESSORY SCHEDULE ON SHEET A4.0.

3. FOR FINISHES, SEE INTERIOR FINISH SCHEDULE ON SHEET A4.0. #

CONSTRUCTION PLAN LEGEND
(E) WALLS - TO REMAIN
(N) WALLS - TO CONSTRUCT

AREA OF WORK

CONSTRUCTION PLAN NOTES

CONSTRUCTION CEILING LEGEND
(N) GYP. BOARD CEILING

LED CEILING MOUNTED LIGHT

CEILING MOUNTED EXHAUST FAN

1. CONSTRUCT NEW INTERIOR WALLS AS INDICATED WITH HATCH LINES, PER CONSTRUCTION AND STRUCTURAL PLANS. ENSURE ALL WORK MEETS DESIGN SPECIFICATIONS AND CODE REQUIREMENTS.

2. FURNISH AND INSTALL ALL NEW FLOORING FINISHES PER FINISH SCHEDULE.

3. PATCH AND REPAIR ALL EXISTING LOOSE AND FLAKING INTERIOR DAMAGED WALLS, RE-PAINT TO MATCH EXISTING, PER FINISH SCHEDULE.

4. FURNISH AND INSTALL ALL NEW DOORS PER DOOR SCHEDULE AND MANUFACTURE SPECIFICATIONS.

5. FURNISH AND INSTALL ALL NEW WINDOWS PER WINDOW SCHEDULE AND MANUFACTURE SPECIFICATIONS.

6. FURNISH AND INSTALL LOCKERS PER MANUFACTURE SPECIFICATION ON SHEET A4.0.

7. FURNISH AND INSTALL FILTERED DRINKING FOUNTAIN PER SPECIFICATION ON SHEET A4.0.

8. FURNISH AND INSTALL ALL NEW RESTROOM PARTITIONS, AND MISCELLANEOUS.

9. FURNISH AND INSTALL RESTROOM AND KITCHEN WALL AND FLOOR TILES PER INTERIOR WALL VIEWS & FINISH SCHEDULE.

10. FURNISH AND INSTALL ALL NEW RESTROOM FIXTURE AND EQUIPMENT AND MISCELLANEOUS ITEMS PER CONSTRUCTION PLAN & EQUIPMENT SCHEDULE AND MANUFACTURE SPECIFICATION.

11. FURNISH AND INSTALL KITCHEN BASE AND UPPER CABINETS AND APPLIANCES PER CONSTRUCTION PLAN & FINISH SCHEDULE AND MANUFACTURE SPECIFICATION.

12. FURNISH AND INSTALL KITCHEN SERVING COUNTER TOP PER ENLARGEMENT PLAN.

13. FURNISH AND INSTALL PLUMBING & ELECTRICAL FIXTURES AND MISCELLANEOUS PER M&E PLANS.

14. FURNISH AND INSTALL INTERNATIONAL RESTROOM SIGNS.

15. FURNISH AND INSTALL ACCESSIBLE INTERNATIONAL AND DIRECTIONAL SIGNS RESTROOM AND INTERIOR SIGNS PER SHEET A0.2.

16. REVISE DOOR SWING TO OPEN INWARD. REPAIR ANY WALL DAMAGE CAUSED BY MODIFICATION AND REPAINT TO MATCH EXISTING FINISH.

17. FURNISH AND INSTALL MIRROR PER MANUFACTURE'S SPECIFICATIONS AS ON SHEET A4.0.

18. FURNISH AND PLACE TWO FLOWER POTS.

19. CONSTRUCT NEW POST AS DESIGNATED IN CONSTRUCTION PLAN PER STRUCTURE DRAWING.

20. PATCH AND REPAIR EXISTING CEILING ASSEMBLY AS REQUIRED.

21. INSTALL NEW GYPSUM BOARD CEILING PER CONSTRUCTION PLAN, APPLY JOINT COMPOUND, SAND, PREPARE FOR FINISHES. PAINT NEW CEILING AS SPECIFIED.

22. FURNISH AND INSTALL ALL NEW LIGHTING FIXTURES, AND OTHER CEILING ELEMENTS, PER ELECTRICAL, RCP AND MECHANICAL DRAWINGS.

23. INSTALL NEW HVAC REGISTERS, DIFFUSERS, AND DUCTWORK; INSTALL NEW EXHAUST FANS WITH ASSOCIATED WIRING; AND ENSURE PROPER INTEGRATION AS PER MECHANICAL, ELECTRICAL, AND CONSTRUCTION PLANS.

24. INSTALL NEW 2' x 2' ACOUSTICAL TILE AND GRID CEILING PER CONSTRUCTION PLAN, APPLY JOINT COMPOUND, SAND, PREPARE FOR FINISHES. PAINT NEW CEILING AS SPECIFIED.

25. FILL IN EXISTING WINDOW/DOOR OPENING. PROVIDE NEW WALL CONSTRUCTION TO MATCH THE EXISTING WALL THICKNESS AND CONSTRUCTION. FINISH BOTH SIDES TO MATCH THE EXISTING ADJACENT WALL FINISHES OF EACH RESPECTIVE SPACE.

NOTES:

MAINTAIN THE CEILING HEIGHT AS HIGH AS POSSIBLE AFTER ACCOMMODATING MECHANICAL INSTALLATIONS.

CONSTRUCTION GENERAL NOTES

1. ALL WORK SHALL BE COORDINATED WITH THE PROJECT MANAGER AND OTHER RELEVANT

PARTIES TO ENSURE SMOOTH EXECUTION AND MINIMAL DISRUPTION TO THE SURROUNDING AREAS.

2. ALL WORK SHALL COMPLY WITH THE APPROVED CONSTRUCTION DOCUMENTS, SPECIFICATIONS, AND APPLICABLE CODES AND REGULATIONS. IMPLEMENT DUST AND NOISE CONTROL MEASURES AS NEEDED TO MAINTAIN A CLEAN AND SAFE ENVIRONMENT.

3. ALL CONSTRUCTION ACTIVITIES MUST COMPLY WITH THE LATEST VERSION OF THE LOCAL

BUILDING CODES, FIRE CODES, ADA (AMERICANS WITH DISABILITIES ACT) STANDARDS, AND ANY OTHER RELEVANT REGULATIONS.PROPERLY DISPOSE OF ALL DEBRIS IN COMPLIANCE WITH LOCAL REGULATIONS.

4. ALL MATERIALS AND INSTALLATIONS MUST MEET INDUSTRY STANDARDS, INCLUDING ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS) AND ANSI (AMERICAN NATIONAL STANDARDS INSTITUTE) GUIDELINES. HANDLE MATERIALS CAREFULLY TO PREVENT DAMAGE AND ENSURE THEY REMAIN IN GOOD CONDITION.

5. FOLLOW ALL SAFETY PROTOCOLS AND REGULATIONS.

6. ENSURE THAT ALL PERSONNEL ON SITE WEAR APPROPRIATE PERSONAL PROTECTIVE EQUIPMENT (PPE).

7. COORDINATE WITH THE CITY'S REPRESENTATIVES REGARDING CONSTRUCTION SCHEDULE,

ACCESS, AND ANY OTHER REQUIREMENTS TO MINIMIZE DISRUPTION TO THE OPERATIONS OF CITY HALL. COORDINATE WITH CITY HALL PERSONNEL FOR NOISE CONTROL AND SCHEDULING TO MINIMIZE DISRUPTIONS TO NORMAL OPERATIONS. CONDUCT REGULAR INSPECTIONS TO VERIFY THE QUALITY AND ACCURACY OF THE WORK PERFORMED.

8. VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET CODE REQUIREMENTS, INCLUDING PROPER GROUNDING AND CONNECTIONS.REPORT ANY ISSUES, DELAYS, OR CHANGES IN THE SCOPE OF WORK IMMEDIATELY.

9. CLEAN THE JOB SITE DAILY TO ENSURE A SAFE AND ORGANIZED WORK AREA.

10. SUBMIT ALL MANUFACTURER WARRANTIES FOR INSTALLED PRODUCTS AND SYSTEMS TO THE CITY HALL REPRESENTATIVES.

11. INSTALL NEW REQUIRED CEILING FRAMING, PROVIDE SUPPORT FOR HVAC, LIGHTING, AND OTHER SYSTEMS, AND ENSURE COMPLIANCE WITH STRUCTURAL AND CONSTRUCTION PLANS.

NORTH
(N) RECESSED LED 2'X4' LIGHTING
(N) 2'x2' ACOUSTICAL TILE AND GRID CEILING
A1.1
- - FLOOR PLAN & REFLECTED CEILING PLAN
– 1ST FLOOR

ACCESSIBLE CLEARANCE
60" TURNING ACCESSIBLE CLEARANCE
30"x48" ACCESSIBLE CLEARANCE
(N) FIRE EXTINGUISHER
(N) EXIT SIGN

UP
101

MULTI-PURPOSE HALL
102
GYM
103

COMPUTER POOL
104

WOMEN'S
105
MEN'S
107

STORAGE
107

STORAGE
108
HALLWAYS 5'-6" 31'-7"
2'-9" 10'-6" 2'-9"
16'-0" 3'-4"
D1
T - 3
D2
108

HALLWAYS
108

HALLWAYS
2'-0" 12'-0" 2'-0" 4'-0"
4'-0" 5'-0" 4'-6" 4" 12'-3" 4'-7" 5'-0" 2'-6"
5'-0" 9'-4"
6" 6" 6"
8'-9" 13'-9" 8'-9" 43'-9" 36'-3"
9'-3" 8'-2" 9'-5"
10" 1'-1" 5'-0" 1'-10"
1'-6" 5'-8" 1'-6"
3'-4"
10"
D5
D6
D3
D4
D10
D8
D9
W1
W2
W3
W4
6" 6"
7"
8'-3"
6"
8'-2" 8'-11"
8'-10" 26'-4"
11'-2" 29'-0" 3'-0" 17'-1" 4'-8" 4'-4" 8'-8" 5'-7" 14'-8" 9'-0" 5'-3"
5'-0" 4'-6" 3'-4" 5'-3" 1'-2"
3'-1" 8'-9"
T - 2
T - 3
T - 2
T - 2
T - 1
T - 1 T - 1
T - 3
T - 3
1'-4"
4'-7"
3" 3'-0" 7" 3'-0" 2'-0" 4" 3'-4" 1'-0"
8'-11"
3'-4"
4"
8'-9" 8'-9" 21'-5" 2'-0" 19'-5"
SC-03
SC-01
SC-02
SC-02
SC-01
SC-01
SC-01
A2.0 - 2
See Sheet
2'-1" 5'-0" 2'-1"
D7
106

KITCHENETTE
10"
A2.2
See Sheet
SC-01
SC-02
SC-02
2'-8" 5'-0" 2'-2" 6" 6"
6'-6"
UP
101

MULTI-PURPOSE HALL
102
GYM
103

COMPUTER POOL
104

WOMEN'S
105
MEN'S
106

KITCHENETTE
107

STORAGE
107

STORAGE
108

HALLWAYS
108
HALLWAYS 4'-6"
2'-1" 3'-9" 10'-9" 2'-1"2'-1" 1'-6" 1'-6"
3'-1" 3'-4" 1'-6" 4'-0" 2'-6"
7'-11" 8'-0"
4'-5" 4'-5" 3'-11" 3'-0"
2'-6"
1'-10" 5'-2" 1'-10" 7'-5" 2'-9"
6'-10" 1'-10"
2'-0" 4'-0"2'-0"2'-0"
2'-0"2'-0"
1'-6" 5'-7" 1'-10" 4'-10" 4'-10" 2'-5" 2'-8" 9"
9"
4'-5" 4'-5" 4'-6" 4'-6"
4'-1" 4'-1" 4'-1" 4'-10" 1'-6" 3'-0" 1'-6" 3'-0"
8'-0" 7'-11" 4'-3"
4'-7" 4'-7" 3'-5" 5'-2" 3'-5"
2'-0"2'-0"
2'-4" 2'-4"
54'-0" 28'-0" 28'-0"
20'-0" 26'-0"
2'-6" 2'-6" 5'-0" 5'-0"

EXIT SIGN EXIT SIGN

EXIT SIGN
* VERIFY EXISTING CONDITIONS ON SITE. COORDINATE THE REFLECTED CEILING PLAN TO MAINTAIN THE HIGHEST FEASIBLE CEILING ELEVATION AND MAXIMIZE CLEAR SPACE BELOW. -
1 Scale: 3/16" = 1'-0"

DIMENSION PLAN
-
2 Scale: 3/8" = 1'-0"

REFLECTED CIELING DIMENSION PLAN
SC. 1/16" : 1-0"
UNDER THE SUPERVISION OF: Sheet Number:

Department of Public Works

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT

SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
P.N.: 2.1000.03
NO. DATE BY DESCRIPTION APPROV.

REVISIONS CITY OF MONTEBELLO SENIOR CENTER REMODEL
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT 115 S Taylor Ave, Montebello,CA 90640
DESIGNED BY:

DRAWN BY:

CHECKED BY: DATE:
iARCH
iARCH
iARCH
NORTH

1. ALL DIMENSIONS ARE TO BE VERIFIED ON SITE BEFORE ANY CONSTRUCTION OR FABRICATION BEGINS. ANY DISCREPANCIES BETWEEN THE DIMENSIONS ON THIS

DRAWING AND THE ACTUAL SITE CONDITIONS MUST BE REPORTED TO THE PROJECT MANAGER IMMEDIATELY.

2. DIMENSIONS ARE TO BE TAKEN FROM FINISHED SURFACES, GRID LINES, OR CENTERLINES AS INDICATED ON THE DRAWING. IF NOT SPECIFIED, REFER TO THE NEAREST STRUCTURAL ELEMENT.

3. DO NOT SCALE THE DRAWING FOR DIMENSIONS. ALL DIMENSIONS MUST BE TAKEN FROM THE NOTED MEASUREMENTS PROVIDED ON THE DRAWING.

4. FLOOR ELEVATIONS AND CEILING HEIGHTS ARE TO BE CONFIRMED AS PER THE SPECIFIED LEVELS. ENSURE THAT THESE ALIGN WITH THE SPECIFIED FINISH FLOOR LEVEL (FFL) AND FINISHED CEILING LEVEL (FCL).

5. ALL CLEARANCES AND TOLERANCES SHALL MEET THE BUILDING CODES AND STANDARDS SPECIFIED FOR THIS PROJECT. ENSURE ADEQUATE SPACE FOR ANY INSTALLATION AND FUTURE MAINTENANCE ACCESS.

6. ANY MODIFICATIONS OR ADJUSTMENTS REQUIRED DUE TO UNFORESEEN SITE

CONDITIONS MUST BE APPROVED BY THE PROJECT ARCHITECT OR ENGINEER BEFORE PROCEEDING.

7. ALL MEASUREMENTS ARE IN INCHES AND FEET UNLESS OTHERWISE NOTED. METRIC CONVERSIONS SHOULD BE VERIFIED WHERE APPLICABLE.

8. OPENING LOCATIONS AND SIZES FOR DOORS, WINDOWS, AND OTHER PENETRATIONS MUST MATCH THOSE SHOWN IN THE APPROVED ARCHITECTURAL PLANS.

9. COORDINATE WITH ALL RELATED TRADES TO ENSURE ALL ROUGH OPENINGS,

BLOCKING, AND BACKING ARE ACCURATELY POSITIONED TO ACCOMMODATE FIXTURES, FITTINGS, AND FINISHES.

10. ENSURE COMPLIANCE WITH ADA AND LOCAL BUILDING CODE REQUIREMENTS WHERE

APPLICABLE, INCLUDING BUT NOT LIMITED TO CLEARANCES, ACCESSIBLE PATHS, AND HANDRAILS.

GENERAL DIMENSION NOTE
T - #
D#
W#
SC-# FLOORING - SEE SHEET A4.0
WINDOW TYPE - SEE SHEET A5.0
DOOR TYPE - SEE SHEET A5.0
WALL TYPE - SEE SHEET A6.0

CONSTRUCTION CEILING LEGEND
C.H.= #'-#" (E) CEILING HEIGHT
(N) GYP. BOARD CEILING

LED CEILING MOUNTED LIGHT

CEILING MOUNTED EXHAUST FAN
(N) RECESSED LED 2'X4' LIGHTING
DF
L L
MR2
MR2
MR2
L

DRINKING FOUNTAIN
MIRROR
LOCKER
DF

EQUIPMENT AND FIXTURE LEGEND

FLOOR PLAN LEGEND
A1.2
- - DIMENSION PLANS – 1ST FLOOR
NOTES:

1. FOR PLUMBING FIXTURES, SEE SHEET P1.0.

2. FOR TOILET ACCESSORIES & PARTITIONS, SEE ACCESSORY SCHEDULE ON SHEET A4.0.

3. FOR FINISHES, SEE INTERIOR FINISH SCHEDULE ON SHEET A4.0. (E) WALLS - TO REMAIN
(N) WALLS - TO CONSTRUCT

AREA OF WORK

ACCESSIBLE CLEARANCE
60" TURNING ACCESSIBLE CLEARANCE
30"x48" ACCESSIBLE CLEARANCE
(N) 2'x2' ACOUSTICAL TILE AND GRID CEILING
(N) FIRE EXTINGUISHER
(N) EXIT SIGN

UP
D A2.1
C
B
A
H A2.1
G
F
E
105
MEN'S
104

WOMEN'S
SC-02
SC-02
A2.2
J
I
106

KITCHENETTE
UP 1'-6" 3'-0" 2'-10" 2'-10" 6'-1" 1'-6" 3'-0" 2'-6" 30" MIN. CLR. 6'-0" 1'-0" 5'-0" 6" 2'-0" 6" 5'-6" 3'-0" 4"
8'-10"
5'-0" 3'-9"
1'-6" 5'-1"
6" 2'-0" 1'-1" 4" 3'-0" 5'-4" 8'-8" 3'-7" 5'-0"
3'-1" 6" 1'-6" 2'-6" 1'-6" 5'-6"
2'-0" 6"
1'-6"
1'-6"
1'-6" 6'-3 3/4" 5'-0" MIN.
6'-5 3/4"
5'-0" MIN. 6'-0" FIN. TO FIN. 60" MIN. CLEAR
5'-0"
FIN. TO FIN.
60" MIN. CLEAR
2'-0"
30"MAX 1'-6" TO FIN. 17" MIN 18" MAX
1'-6"
TO FIN.
17" MIN
18" MAX
6'-1"
7'-5"
7'-4"
8'-10"
5'-3" 3'-4" 4" 4" 3'-4" 4" 4'-0"
8'-11"
6" 12'-9" 6" 3'-6" 2'-1" 2'-0" 2'-10" 5" 1'-6" 1'-6" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 5"
5" 12'-11" 5" 2'-6" MIN.
-2
Scale: 3/8" = 1'-0"

DIMENSION PLAN
SC. 1/16" : 1-0"
UNDER THE SUPERVISION OF: Sheet Number:

Department of Public Works

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT

SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
P.N.: 2.1000.03
NO. DATE BY DESCRIPTION APPROV.

REVISIONS CITY OF MONTEBELLO SENIOR CENTER REMODEL
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT 115 S Taylor Ave, Montebello,CA 90640
DESIGNED BY:

DRAWN BY:

CHECKED BY: DATE:
iARCH
iARCH
iARCH
-1
Scale: 3/8" = 1'-0"

EQUIPMENT PLAN
WC
WT
HD
GB
FCS
WR
UR
BH
TSW
FMP
SN
TD

WALL-MOUNTED LAVATORY

AUTOMATIC FLUSH WATER CLOSET

UNIVERSAL URINAL

WASTE CHUTE FOR COUNTERTOP

HAND DRIER

GRAB BAR

FLOOR DRAIN
WASTE RECEPTACLE and PAPER TOWEL DISPENSER

BAG HOOK

SANITARY NAPKIN RECEPTACLE

TOILET TISSUE DISPENSER
COORDINATED FAUCET and SOAP DISPENSER

TISSUE/ SEAT COVER DISPENSER/ WASTE DISPOSAL

FLOOR MOUNTED PARTITION
MIRROR

DOUBLE COMPARTMENT SINK

REFRIGERATOR
LM
DR
MR

EQUIPMENT AND FIXTURE LEGEND
LM
LM
WC
WC

WC WC WC
UR
HD
HD
GB
GB
GB
DR
DR
WR
WR
BH
BH
BH

BH BH BH
BH
BH
SN TD

TSW TSW
TSW
TSW
FCS
FCS
MR
FMP
FMP
FMP
DS
RF
RF DS
D2
D1
MR
FMP
D #
A2.0
- - ENLARGED RESTROOM PLAN – 1ST
FLOOR
NOTES:

1. FOR PLUMBING FIXTURES, SEE SHEET P1.0.

2. FOR TOILET ACCESSORIES & PARTITIONS, SEE ACCESSORY SCHEDULE ON SHEET A4.0.

3. FOR FINISHES, SEE INTERIOR FINISH SCHEDULE ON SHEET A4.0.

CONSTRUCTION PLAN LEGEND
(E) WALLS - TO REMAIN
(N) WALLS - TO CONSTRUCT

AREA OF WORK

ACCESSIBLE CLEARANCE
60" TURNING ACCESSIBLE CLEARANCE
30"x48" ACCESSIBLE CLEARANCE
T - #
SC-# FLOORING - SEE SHEET A4.0
WINDOW TYPE - SEE SHEET A5.0
DOOR TYPE - SEE SHEET A5.0
WALL TYPE - SEE SHEET A6.0
(N) FLOOR DRAIN - TO INSTALL
(N) BAG HOOK - TO INSTALL
W #
(N) FIRE EXTINGUISHER

17"-19"
1'-6" 1'-6" 8'-0"
AWT
101
(E) WOMEN'S
TB-01 17"-19"
3'-6"
MAX. 12" 33"-36" 16"-36" 2'-10" MAX. 2'-5" MIN. 3'-0" 3'-4" MAX. 8" MIN.

TB-01
101
(E) MEN'S
TB-01
101
(E) MEN'S 8'-0" 8'-0" 2'-10" MAX. 2'-5" MIN. 3'-0" 3'-4" MAX. 17"-19" 8'-0" 17"-19" 17"-19" 101
(E) WOMEN'S
TB-01
101
(E) WOMEN'S
TB-01 8'-0"
EQ. EQ. 17" MIN. 17"-19"
3'-0" MAX. 6" 33"-36"
1'-6" 1'-6"
TB-01
101
(E) MEN'S 8'-0"
AWT 2'-10" MAX. 2'-5" MIN. 40"-48" 8'-0"
8" MIN.
101
(E) WOMEN'S
TB-01 2'-10" MAX. 2'-5" MAX. 2'-10" MAX. 2'-5" MIN. 40"-48" 8'-0" 101
(E) MEN'S
8" MIN.

TB-01 48" MAX.

TB-01 8'-0"
101
(E) MEN'S 48" MAX. 17"-19" 16"-36"
TB-01 8'-0"
101
(E) WOMEN'S
UNDER THE SUPERVISION OF: Sheet Number:

Department of Public Works

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT

SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
P.N.: 2.1000.03
NO. DATE BY DESCRIPTION APPROV.

REVISIONS CITY OF MONTEBELLO SENIOR CENTER REMODEL
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT 115 S Taylor Ave, Montebello,CA 90640
DESIGNED BY:

DRAWN BY:

CHECKED BY: DATE:
iARCH
iARCH
iARCH
SC. 1/16" : 1-0"
-7
Scale: 1/2" = 1'-0"
INTERIOR ELEVATION "G"
-1
Scale: 1/2" = 1'-0"
INTERIOR ELEVATION "A"
-3
Scale: 1/2" = 1'-0"
INTERIOR ELEVATION "C"
-2
Scale: 1/2" = 1'-0"
INTERIOR ELEVATION "B"
-5
Scale: 1/2" = 1'-0"
INTERIOR ELEVATION "E"
-4
Scale: 1/2" = 1'-0"
INTERIOR ELEVATION "D"
-6
Scale: 1/2" = 1'-0"
INTERIOR ELEVATION "F"
-8
Scale: 1/2" = 1'-0"
INTERIOR ELEVATION "H"
WC
WT
HD
GB
FCS
WR
UR
BH
TSW
FMP
SN
TD

WALL-MOUNTED LAVATORY

AUTOMATIC FLUSH WATER CLOSET

UNIVERSAL URINAL

WASTE CHUTE FOR COUNTERTOP

HAND DRIER

GRAB BAR

FLOOR DRAIN
WASTE RECEPTACLE and PAPER TOWEL DISPENSER

BAG HOOK

SANITARY NAPKIN RECEPTACLE

TOILET TISSUE DISPENSER
COORDINATED FAUCET and SOAP DISPENSER

TISSUE/ SEAT COVER DISPENSER/ WASTE DISPOSAL

FLOOR MOUNTED PARTITION
MIRROR
LM
DR
MR

EQUIPMENT AND FIXTURE LEGEND
WR
BH MR
LM
WC
GB
TSW
BH
FMP
GB
WC WC
UR
LM
TSW
TSW

FCS FCS
BH

FMP FMP FMP
FMP
WR
WR
WR WR
WR
FMP
FMP
BH
MR
MR MR

FMP FMP
WC

WC WC WC
LM
LM LM
LM

FCS FCS
BH
BH
BH
WC
TSW
HD HD
TSW

TSW TSW
FOR EQUIPMENT AND FIXTURE SCHEDULE, SEE SHEET A4.0
MR
MR
GB
A2.1
- -
INTERIOR RESTROOM ELEVATIONS – 1ST
FLOOR
D #

CONSTRUCTION PLAN LEGEND
DOOR TYPE - SEE SHEET A5.0
(N) DOMINATE WALL TILE
(N) ACCENT WALL TILE
D1 D2

ceiling board
carrying channel
drywall screw
intersection connector nonius suspender
drywall screw
ceiling board
carrying channel
anchor hanger
OUT
IN
ceiling board
carrying channel
drywall screw
intersection connector nonius suspender
ceiling board
carrying channel
IN
nonius suspender
drywall screw
ceiling board
carrying channel
anchor hanger
drywall screw
ceiling board
carrying channel
anchor hanger
1'-10
1 2" 6" 1'-6"
17'-1
1 2"
1'-7" 1'-7" 5'-11
1 2"7'-0" 1'-0
1 2"
3'-0" 1'-7" 6" 2'-10" 1'-0" 3'-2" 7'-0"
1'-10 6" 2'-10" 1'-7" 1
2" 1'-8" 1'-7" 1'-7" 6" 1'-6"
10 1 1'-7" 1'-7" 1'-5" 2'-8" 2" 2'-10"
5"
13'-9"
5" 1'-5" 1'-5" 1'-5" 1'-5" 1'-5" 1'-5" 1'-5" 1'-5" 1'-5" SC. 1/16" : 1-0"
-4
Scale: 1:8

SUSPENDED CEILING GENERAL DETAIL
-3
Scale: 1:8

SUSPENDED CEILING GENERAL DETAIL
-5
Scale: 1:8

SUSPENDED CEILING GENERAL DETAIL
UNDER THE SUPERVISION OF: Sheet Number:

Department of Public Works

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT

SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
P.N.: 2.1000.03
NO. DATE BY DESCRIPTION APPROV.

REVISIONS CITY OF MONTEBELLO SENIOR CENTER REMODEL
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT 115 S Taylor Ave, Montebello,CA 90640
DESIGNED BY:

DRAWN BY:

CHECKED BY: DATE:
iARCH
iARCH
iARCH
-2
Scale: 1/2" = 1'-0"
KITCHENETE ELEVATION "J"
-1
Scale: 1/2" = 1'-0"
KITCHENETE ELEVATION "I"
FOR EQUIPMENT AND FIXTURE SCHEDULE, SEE SHEET A4.0

EQUIPMENT AND FIXTURE LEGEND
KF
MV

DOUBLE COMPARTMENT SINK

REFRIGERATOR

BUILT-IN MICROWAVE

KITCHEN FAUCET

COUNTERTOP

CABINET
DS
RF
CB
CT
CT
CB
CB
CT

MV RF KF
A2.2
- -

INTERIOR KITCHENETTE ELEVATIONS &
DETAILS - 1ST FLOOR

H: 8'-4"
H: 9'-2"
H: 9'-2"
UNDER THE SUPERVISION OF: Sheet Number:

Department of Public Works

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT

SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
P.N.: 2.1000.03
NO. DATE BY DESCRIPTION APPROV.

REVISIONS CITY OF MONTEBELLO SENIOR CENTER REMODEL
115 S Taylor Ave, Montebello,CA 90640
DESIGNED BY:

DRAWN BY:

CHECKED BY: DATE:
iARCH
iARCH
iARCH
-1
Scale: 1/2" = 1'-0"

CONSTRUCTION PLAN
A3.0
- -
-1
Scale: 1/2" = 1'-0"

CONSTRUCTION PLAN
-2
Scale: 1/2" = 1'-0"

DEMOLITION PLAN

DEMOLITION PLAN LEGEND

CONSTRUCTION PLAN LEGEND
(E) WALLS TO DEMOLISH
(E) WALLS TO REMAIN
PLAN KEY NOTES #
#
MEN'S

RESTROOM

WOMEN'S

RESTROOM
#

1. CONSTRUCT NEW INTERIOR WALLS AS INDICATED WITH HATCH LINES, PER CONSTRUCTION AND STRUCTURAL PLANS. ENSURE ALL WORK MEETS DESIGN SPECIFICATIONS AND CODE REQUIREMENTS.

2. FURNISH AND INSTALL ALL NEW FLOORING FINISHES PER FINISH SCHEDULE.

3. FURNISH AND INSTALL WALL TILES THROUGHOUT BOTH RESTROOMS PER INTERIOR WALL VIEWS & FINISH SCHEDULE.

4. RELOCATE AND CONCEAL DESIGNATED VENT PIPING WITHIN ADJACENT WALL PER PLUMBING PLANS.

5. FURNISH AND INSTALL ALL NEW DOORS PER DOOR SCHEDULE AND MANUFACTURE SPECIFICATIONS.

6. FURNISH AND INSTALL ALL NEW RESTROOM PARTITIONS, DOORS MISCELLANEOUS PER CONSTRUCTION PLANS AND MANUFACTURE SPECIFICATIONS.

7. FURNISH AND INSTALL WALL TILES THROUGHOUT BOTH RESTROOMS PER INTERIOR WALL VIEWS & FINISH SCHEDULE.

8. FURNISH AND INSTALL ALL NEW RESTROOM EQUIPMENT AND MISCELLANEOUS ITEMS PER CONSTRUCTION PLANS & EQUIPMENT SCHEDULE AND MANUFACTURE SPECIFICATION.

9. FURNISH AND INSTALL ALL PIPING AND PLUMBING SYSTEM PER PLUMBING PLANS.

10. FURNISH AND INSTALL ALL WIRING AND ELECTRICAL SYSTEM PER ELECTRICAL PLANS.

11. FURNISH AND INSTALL ALL DUCTS AND MECHANICAL SYSTEM PER RCP NOTES (ITEMS #4-6).

12. FURNISH AND INSTALL ALL PLUMBING FIXTURE AND MISCELLANEOUS PER FIXTURE SCHEDULE

13. FURNISH AND INSTALL ALL ELECTRICAL FIXTURES, LIGHTING AND MISCELLANEOUS PER RCP AND ELECTRICAL PLANS.

14. FURNISH AND INSTALL INTERNATIONAL TACTILE RESTROOM SIGNS.

15. PATCH AND REPAIR CEILING SUBSTRATE PREPARE TO RECEIVE NEW CEILING. FURNISH AND INSTALL NEW GYPSUM BOARD CEILING PER RCP PLAN AND STANDARD BUILDING CODE. (E) ITEMS TO DEMOLISH

1. DEMOLISH EXISTING FLOORING FINISH AND MORTAR BED DOWN TO THE CONCRETE SLAB. SAW CUT

AND REMOVE PORTIONS OF THE EXISTING SLAB AS REQUIRED FOR INSTALLATION OF NEW FLOOR DRAINS.

2. DEMOLISH AND PROPERLY DISPOSE WET AND DRY WALLS AS INDICATED WITH DASHED LINES.

3. REMOVE ALL EXISTING REMAINING RESTROOM WALL AND FLOOR TILE THROUGHOUT THE RESTROOM.

4. REMOVE ALL EXISTING TOILET DOORS INDICATED WITH DASHED LINES.

5. REMOVE ALL EXISTING PARTITIONS, HARDWARE AND MISCELLANEOUS.

6. REMOVE ALL EXISTING PLUMBING FIXTURES AND MISCELLANEOUS PER PLUMBING DRAWINGS.

7. REMOVE ALL EXISTING LIGHTING FIXTURES, WRINGING AND MISCELLANEOUS PER ELECTRICAL PLANS.

8. REMOVE ALL EXISTING RESTROOM TACTILE SIGNS AND ACCESSORIES.

9. REMOVE ALL EXISTING CEILING GYPSUM BOARD; PREPARE THE STRUCTURE TO RECEIVE NEW CEILING SYSTEM PER CONSTRUCTION RCP PLAN.

10. REMOVE ALL EXISTING HVAC REGISTERS, DIFFUSERS, AND DUCTWORK TO ACCOMMODATE NEW HVAC SYSTEM INSTALLATION.

11. REMOVE ALL EXISTING EXHAUST FANS AND ASSOCIATED COMPONENTS TO RECEIVE NEW.

12. DEMOLISH EXISTING SUPPLY AIR DIFFUSER. CONTRACTOR SHALL REPLACE ANY EXISTING FLEX DUCT UNSUITABLE FOR REUSE AND NOTIFY ENGINEER OF ANY INTENT.

13. DEMOLISH EXISTING CEILING EXHAUST FAN. CONTRACTOR SHALL REPLACE ANY EXISTING FLEX DUCT UNSUITABLE FOR REUSE AND NOTIFY ENGINEER OF ANY INTENT. 2 2
2 2
2 2
1 1
1 1
1 2
2 2
3 3
1 1
1 6 6
1 5
5 6
6 6
6 CONSTRUCTION NOTES
DEMOLITION NOTES #
1 1
1 1
2 2
4 4
4 1
14 14
(E) DOOR TO REMOVE
(E) WINDOWS TO REMAIN
(N) BAG HOOK TO INSTALL
(N) FLOOR DRAIN TO INSTALL

ACCESSIBLE CLEARANCE
60" TURNING ACCESSIBLE CLEARANCE
30"x48" ACCESSIBLE CLEARANCE
(N) DOOR SCHEDULE - SEE SHEET A5.0
(N) CONCRETE FLOORING - TO INSTALL
(E) WINDOWS - TO REMAIN
(N) WALLS - TO CONSTRUCT
(E) WALLS - TO REMAIN

1. (E) VENT PIPE – TO BE CONCEALED WITHIN ADJACENT EXISTING WALL; SEE PLUMBING PLANS. LANS

4'-5" 3'-4"
8"
19'-7" 1'-6" 3'-0" 3'-0" 5'-10" 2'-9" 1'-6"
Max. 12"
5'-0" 7'-11" 5'-0" 15'-7" 4'-2" 17'-1" 5" 1'-6" 1'-6" 1'-6" 5'-10" 6'-1" 5'-0" 4'-8" 3'-4" 5'-10" 6'-1" 5'-0"4'-8" 4'-5"
9'-1" 9'-1"
5'-0" 2'-0" 2'-0" 2'-0" 2'-0" 5'-0" 6'-1" 1'-0" 1'-0"
5" 5" 3" 3" 3'-6" 1'-6" Max. 6" 1'-6" 22'-6"
T - 5
T - 4
C.H.= 9'-2"
EQ. EQ. 2'-6" 5'-8"
EQ. EQ. 2'-4" 8'-6" 5'-7" 2'-2"
EQ. EQ. 2'-6" 5'-8"
EQ. EQ. 2'-4" 5'-7"
2'-0" 2'-0" 2'-2" 8'-6" 2'-11" 2'-11"
C.H.= 9'-2"
UNDER THE SUPERVISION OF: Sheet Number:

Department of Public Works

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT

SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
P.N.: 2.1000.03
NO. DATE BY DESCRIPTION APPROV.

REVISIONS CITY OF MONTEBELLO SENIOR CENTER REMODEL
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT 115 S Taylor Ave, Montebello,CA 90640
DESIGNED BY:

DRAWN BY:

CHECKED BY: DATE:
iARCH
iARCH
iARCH
A3.1
- -
-1
Scale: 1/2" = 1'-0"

REFLECTED CEILING PLAN
-2
Scale: 1/2" = 1'-0"

DIMENSION PLAN

RCP PLAN LEGEND
(N) RECESSED LED LIGHTING - TO INSTALL
C.H.= # - #
(N) LED LINEAR RECESSED LIGHTING - TO INSTALL
(N) LINEAR SLOT AIR DIFFUSER - TO INSTALL
-3
Scale: 1" = 1'-0"

CEILING DETAIL
D1
MEN'S

RESTROOM

WOMEN'S

RESTROOM
MEN'S

RESTROOM

WOMEN'S

RESTROOM
A2.0
3 DIMENTION PLAN LEGEND
D1

1. PATCH AND REPAIR ALL CEILING SUBSTRATE AS NEEDED THROUGHOUT ALL CEILING. PREPARE TO RECEIVE A NEW GYPSUM BOARD.

2. FURNISH AND INSTALL ALL GYPSUM BOARD PER CONSTRUCTION PLAN, ENSURE ALL CEILING

HEIGHTS, MATERIALS, AND FINISHES ARE COORDINATED WITH ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS.

3. FURNISH AND INSTALL ALL LIGHTING FIXTURES, HVAC DIFFUSERS AND OTHER CEILING ELEMENTS, PER ELECTRICAL AND MECHANICAL DRAWINGS. ENSURE ALL ELECTRICAL WORK COMPLIES WITH LOCAL CODES AND SAFETY REGULATIONS.

4. INSTALL NEW SUPPLY LINEAR DIFFUSER MODEL AND CONNECT THE DIFFUSER TO THE EXISTING SUPPLY DUCT.

5. INSTALL LINEAR DIFFUSER BLANK OFF.

6. INSTALL CEILING EXHAUST FAN AT THE SAME LOCATION AS EXISTING. MINIMUM, 200 CFM.

REFLECTED CEILING PLAN NOTES
1 2
3 3
4 4

1. (N) 6" WET WALL

2. (N) LED LINEAR RECESSED LIGHTING

3. (N) GYPSUM BOARD

4. (N) CEILING STRUCTURE

PLAN KEY NOTES
1 #
T - #

CEILING HEIGHT
(N) GYPSUM BOARD CELING - TO INSTALL
(N) BAG HOOK TO INSTALL
(N) FLOOR DRAIN TO INSTALL

ACCESSIBLE CLEARANCE
60" TURNING ACCESSIBLE CLEARANCE
30"x48" ACCESSIBLE CLEARANCE
(N) DOOR SCHEDULE - SEE SHEET A5.0
(N) CONCRETE FLOORING - TO INSTALL
(E) WINDOWS - TO REMAIN
(N) WALLS - TO CONSTRUCT
(E) WALLS - TO REMAIN
#
(N) WALL TYPE - SEE SHEET A5.0
4 1
2 3
1 2
3 5
4 4
5 4

17"-19"
3'-6"
MAX. 12" 33"-36" 16"-36" 3'-8" MAX. 48" MAX. 66" MAX. 17"-19" 3'-0"
MAX. 6" 33"-36"
8" MIN. 40"-48" 2'-10" MAX. 2'-5" MIN. 3'-0" 3'-4" MAX.

EQ. EQ. 2'-10" MAX. 2'-5" MIN. 3'-0" 3'-4" MAX.
1'-6" MAX. 36" 17" MIN. 40"-48"1'-6"
UNDER THE SUPERVISION OF: Sheet Number:

Department of Public Works

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT

SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
P.N.: 2.1000.03
NO. DATE BY DESCRIPTION APPROV.

REVISIONS CITY OF MONTEBELLO SENIOR CENTER REMODEL
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT 115 S Taylor Ave, Montebello,CA 90640
DESIGNED BY:

DRAWN BY:

CHECKED BY: DATE:
iARCH
iARCH
iARCH
A3.2
- -
-1
Scale: 1/2" = 1'-0"
CONSTRUCTION PLAN @ MEN RESTROOM
E
H F
G
A
C
-2
Scale: 1/2" = 1'-0"
WALL VIEW "A"
-6
Scale: 1/2" = 1'-0"
WALL VIEW "C"
-4
Scale: 1/2" = 1'-0"
WALL VIEW "B"
-8
Scale: 1/2" = 1'-0"
WALL VIEW "D"
-3
Scale: 1/2" = 1'-0"
WALL VIEW "F"
-5
Scale: 1/2" = 1'-0"
WALL VIEW "G"
-7
Scale: 1/2" = 1'-0"
WALL VIEW "H"

CONSTRUCTION PLAN LEGEND
(N) CONCRETE FLOORING - TO INSTALL
(N) FLOOR DRAIN - TO INSTALL
(N) BAG HOOK - TO INSTALL
(N) DOOR TYPE - SEE SHEET A5.0
(N) DOMINATE WALL TILE
(N) ACCENT WALL TILE
WC
WT
HD
GB
FCS
WR
UR
BH
TSW
FMP
SN
TD

WALL-MOUNTED LAVATORY

AUTOMATIC FLUSH WATER CLOSET

UNIVERSAL URINAL

WASTE CHUTE FOR COUNTERTOP

HAND DRIER

GRAB BAR

FLOOR DRAIN

WASTE RECEPTACLE & PAPER TOWEL DISPENSER

BAG HOOK

SANITARY NAPKIN RECEPTACLE

TOILET TISSUE DISPENSER

COORDINATED FAUCET & SOAP DISPENSER

TISSUE/ SEAT COVER DISPENSER/ WASTE DISPOSAL

FLOOR MOUNTED PARTITION
MIRROR

BABY CHANGING STATION

FOLDING UTILITY SHELF

RECESSED NAPKIN- TAMPON DISPENSER- FREE OPERATING
LM
DR
MR
BC
US
NT

EQUIPMENT AND FIXTURE LEGEND
LM
MEN'S

RESTROOM

WOMEN'S

RESTROOM
LM
LM
WC
WC WC
WC WC
WC
WC
UR
UR
HD
HD
HD
GB GB
GB GB
DR DR
DR DR
WR WR
WR
BH
BH
BH BH
BH BH

BH SN TD
TSW
FCS
FCS
FCS
FCS
TSW
TSW

TSW TSW
FMP
FMP
FMP
FMP
FMP
FMP
MR MR
MR MR
BC BC
NT
US
US
US
US
US
US
PLAN KEY NOTES #

1. (E) WINDOW - TO REMAIN
1 1
1 1
1 BC
TSW
FMP
FMP
FCS
MR
WC
FMP
SN
WC

FCS FCS
HD
B
US
LM
MR
D2
D#
D
-9
Scale: 1/2" = 1'-0"
WALL VIEW "E"
BC

17"-19"
3'-6"
MAX. 12" 33"-36" 16"-36" 17"-19"
3'-0"
MAX. 6" 33"-36"
1'-6" 2'-10" MAX. 2'-5" MIN. 3'-0" 3'-4" MAX.1'-6" 40"-48" 48" MAX. 66" MAX. 2'-10" MAX. 2'-5" MIN. 3'-0" 3'-4" MAX. 40"-48" 3'-8" MAX. 8" MIN.

Mounting Height = 4'-6"
UNDER THE SUPERVISION OF: Sheet Number:

Department of Public Works

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT

SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
P.N.: 2.1000.03
NO. DATE BY DESCRIPTION APPROV.

REVISIONS CITY OF MONTEBELLO SENIOR CENTER REMODEL
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT 115 S Taylor Ave, Montebello,CA 90640
DESIGNED BY:

DRAWN BY:

CHECKED BY: DATE:
iARCH
iARCH
iARCH
B
E
H F
G
A
C
-1
Scale: 1/2" = 1'-0"
CONSTRUCTION PLAN @ WOMEN RESTROOM

CONSTRUCTION PLAN LEGEND
WC
WT
HD
GB
FCS
WR
UR
BH
TSW
FMP
SN
PT

WALL-MOUNTED LAVATORY

AUTOMATIC FLUSH WATER CLOSET

UNIVERSAL URINAL

WASTE CHUTE FOR COUNTERTOP

HAND DRIER

GRAB BAR

FLOOR DRAIN
WASTE RECEPTACLE and PAPER TOWEL DISPENSER

BAG HOOK

SANITARY NAPKIN RECEPTACLE

PAPER TOWEL DISPENSER
COORDINATED FAUCET and SOAP DISPENSER

TISSUE/ SEAT COVER DISPENSER/ WASTE DISPOSAL

FLOOR MOUNTED PARTITION

TOILET TISSUE DISPENSER
MIRROR

BABY CHANGING STATION

FOLDING UTILITY SHELF

RECESSED NAPKIN- TAMPON DISPENSER- FREE OPERATING
LM
TD
DR
MR
BC
US
NT

EQUIPMENT AND FIXTURE LEGEND
LM
MEN'S

RESTROOM

WOMEN'S

RESTROOM
LM
WC WC
WC WC
WC UR
HD HD
GB GB
DR DR
DR DR
WR WR
BH BH
BH BH

BH SN PT
TSW
FCS
FCS
FCS
FCS
TSW
TSW

TSW TSW
FMP
FMP
FMP
FMP
FMP
FMP
MR MR
MR MR
BC BC
NT
US
US
US
US
US
US
PLAN KEY NOTES #
1 1
1 1
-2
Scale: 1/2" = 1'-0"
WALL VIEW "A"
-6
Scale: 1/2" = 1'-0"
WALL VIEW "C"
-4
Scale: 1/2" = 1'-0"
WALL VIEW "B"
-9
Scale: 1/2" = 1'-0"
WALL VIEW "E"
-3
Scale: 1/2" = 1'-0"
WALL VIEW "F"
-5
Scale: 1/2" = 1'-0"
WALL VIEW "G"
-7
Scale: 1/2" = 1'-0"
WALL VIEW "H"
WC
GB GB
WR
BC
TSW
FMP
FMP
HD
FCS
US
1 WC
BH
BH
FMP
HD
1 1
FCS
LM
LM
MR
NT MR
A3.3
- -
D1
FCS
(N) CONCRETE FLOORING - TO INSTALL
(N) FLOOR DRAIN - TO INSTALL
(N) BAG HOOK - TO INSTALL
(N) DOOR SCHEDULE - SEE SHEET A5.0
(N) DOMINATE WALL TILE
(N) ACCENT WALL TILE

1. (E) WINDOW - TO REMAIN
D#
D
-8
Scale: 1/2" = 1'-0"
WALL VIEW "D"

UNDER THE SUPERVISION OF: Sheet Number:

Department of Public Works

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT

SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
P.N.: 2.1000.03
NO. DATE BY DESCRIPTION APPROV.

REVISIONS CITY OF MONTEBELLO SENIOR CENTER REMODEL
115 S Taylor Ave, Montebello,CA 90640
DESIGNED BY:

DRAWN BY:

CHECKED BY: DATE:
iARCH
iARCH
iARCH

RESTROOM EQUIPMENT SCHEDULE

FINISH SCHEDULE
ID NAME IMAGE MFG. LOCATION MATERIAL COLOR
CF
WALL
PAINT
WPT
CPT

FINISH REMARK

CEILING
PAINT

CONCRETE
EPOXY

FLOORING
MODEL

CONCRETE CONCRETE

CRAFT STAINED
THROUGHOUT 2ND

FLOOR RESTROOM
FLOORING, U.N.O.

MATTE
EPOXY
LIGHT
- GRAY/
Per
Manufacture
Specification

SHERWIN

WILLIAMS

SHERWIN

WILLIAMS
THROUGHOUT 2ND

FLOOR RESTROOM
WALLS, U.N.O.

THROUGHOUT 2ND

FLOOR RESTROOM
CEILING, U.N.O.
-
-

WATER- BASED

WATER- BASED

EGGSHELL
FLAT

ALABASTER
SW 7008

PURE WHITE
SW 7005
1 Coat primer,
Paint as needed
to full cover
DIM.
-
-
-
MATTE

GROUT JOINT
1/8"
COLORMATCHED
GROUT
FINISH
AWT 12 1/4" x 11 7/8"

AMERICAN
OLEAN

SERENTINA

BLOCK RANDOM

GLASS & STONE
MOSAIC

TRANQUILITY
SA94 DALTILE
1 Coat primer,
Paint as needed
to full cover
ACCENT
WALL
TILE
- RESTROOM EQUIPMENT SCHEDULE 3

ID NAME IMAGE DIMENSIONS MATERIAL/FINISH COLOR

AUTOMATIC
FLUSH
WATER
CLOSET
WC
HAND

HD DRIER
GRAB
GB BAR
REMARK

COORDINATED
FAUCET
and
SOAP

DISPENSER
FCS
WASTE

RECEPTACLE
and
PAPER
TOWEL

DISPENSER
WR
White
36" Long Stainless Steel
Stainless Steel 11-13/16” W X24-1/16” H
X2” D
Finish : Polished Nickel
Material : Diecast Zinc
Mounting Type : Counter Mounted
Operation : Automatic
Accessibility : ADA Compliant
Nichel And Chrome
Porcelain White UNIVERSAL

URINAL UR
Satin-finish Stainless Steel
6-1/6" Wx 5-15/16" Dx
11" H
Finish : Satin-Finish Stainless Steel
Mounting Options : Surface Mounted
Tissue Type : Standard Roll - Double
Accessibility : ADA Compliant
Finish : Satin-Finish Stainless Steel
Mounting Options : Recessed Mounted
Accessibility : ADA Compliant Silver
Silver
Silver
Silver
BAG
HOOK BH MAX. HEIGHT 48" Stainless Steel Silver
-
-
Finish : Satin-Finish Stainless Steel
Mounting Options : Surface/Partition
Mounted (Single Sided)
Orientation : Vertical
Sanitary Disposal : Included
Configuration : Left Side of Toilet While
Seated
Stainless Steel Silver

TISSUE/ SEAT
COVER

DISPENSER/
WASTE

DISPOSAL
TSW Bobrick 26-5/8” W X12-5/8” H X 4” D
Finish : Satin-Finish Stainless Steel,
Satin-Finish Stainless Steel - Peened
Diameter : 1-1/4" (32mm)
Accessibility : ADA Compliant
30" Long
American Standard 28-1/4”L X14” W X32-5/8” H Vitreous China Model: 3043.528.020 Flush Technology: HET High Efficiency
ADA Compliant
CA Drought Compliant
Approved for Commercial Use
American Standard
Model: 6002.001-B4.020
14-7/16"D X 14-5/16” W X
22 5/8” H
Flush Technology: HET High Efficiency
ADA Compliant
ANSI Certification
Approved for Commercial Use
CA Drought Compliant
Partition King
Model: Floor Mounted PER PLAN Brushed Stainless Steel Silver Finish : Brushed Stainless Steel
Mounting Options : Floor Mounted
Strength : Very Sturdy
Maintenance : Low Maintenance
Hardware : AOGAO Toilet Cubicle
Partition Hardware 08 Series
FLOOR

MOUNTED

PARTITION
FP
Model: B-3091
Bobrick
Model: B-8879, B-8878
Koala Kare
Model: 310-54-KIT
Bobrick
Bobrick
Model: B-5806
Bobrick
Model: B-3725
42" Long

SANITARY
SN NAPKIN Stainless Steel Silver
Finish : Satin-Finish Stainless Steel
Mounting Options : Surface Mounted
Capacity : 1.0-gal. (3/8-L)
Accessibility : ADA Compliant
7-1/2” W X 10” H X
3-13/16” D
Bobrick
Model: B-270
PAPER
TOWEL

DISPENSER
PT 14"L x 10.75"W Stainless Steel Silver
Finish : Satin-Finish Stainless Steel
Operation : Manual
Capacity : 400 C-fold; 525 multifold
Accessibility : ADA Compliant
Bobrick
Model: B-262

WALL-MOUNTED
LAVATORY LM Truerform Porcelain / Classic Per manufacture Specification Beach TD
TOILET
TISSUE
DISPENSER Stainless Steel Silver Bobrick
Model: B-2888

AS SHOWN IN PLANS
MFG./MODEL
DR
FLOOR
DRAIN
Accessibility : ADA Compliant
Finish : Satin-Finish Stainless Steel
Operating: manual
Mounting Options : Recessed Mounted
Paper Type: Multi-Fold Towel
Towel Capacity : 600 C-fold; 600
Multifold
Waste Capacity : 12-gal.

VIGO
Model: VG07004BN 4-3/8" W Brushed Nickel Silver
Finish: Brushed Nickel
Accessibility : ADA Compliant
UPC Certification
Accessibility: ADA Compliant
pencil polished edges, copper-free
backing, concealed clips or j-channel
MR1 MIRROR
Polished Glass
-
BABY

CHANGING

STATION
BC
ASTM and EN compliant. Meets ADA
requirements when mounted properly.

Koala Kare
Model: KB310-SSRE Stainless Steel Silver
- FINISH SCHEDULE 2
DWT

ALPE GRAPHITE

QUARTZITE
STONE
LOOK
PORCELAIN Graphite
/ Matte

GRAPHITE/
MATTE
12" x 24"

GROUT JOINT
1/16"
ColorMatched
Grout
FINISH

DALTILE

DOMINANT
WALL
TILE
Stone Look
Frost Resistance
Meets ADA
Requirements
THROUGHOUT 2ND

FLOOR RESTROOM

ACCENT WALLS AS
INDICATED, U.N.O.

FOLDING

UTILITY
SHELF
US 14-1/2" L X 5 3
4" W Koala Kare
Model: B-287 Stainless Steel Silver

RECESSED

NAPKIN- TAMPON

DISPENSER- FREE

OPERATING
NT Koala Kare 14-1/2" W X 28-3/8" H
Model: B-4706C Stainless Steel Silver
Finish: Satin-Finish Stainless Steel
Vend Options: Free
Mounting Options: Recessed Mounted
Accessibility: ADA Compliant
Product Categories: Shelves
Finish: Satin-Finish Stainless Steel
Custom dimensions as
indicated on drawings Bobrick
Frame Finish: Matte Black
Model: Contempo
Concrete Sink Accessibility : ADA Compliant

EQUIPMENT SCHEDULE
ID NAME IMAGE MFG./MODEL DIMENSIONS MATERIAL/FINISH COLOR REMARK - EQUIPMENT SCHEDULE 1
MV
RF
DS
CT
MR2
CB
DF
L
DOUBLE

COMPARTMENT
SINK

BUILT-IN

MICROWAVE

REFRIGERATOR

COUNTERTOP

CABINET
MIRROR

DRINKING

FOUNTAIN
LOCKER Schoollockers
ELKAY

THEMIRRORCOMPANY

FORMICA
fenixforinteriors-na
LG
LG
American Standard
33" x 22" x 9"
29 14/16" x 16 7/16" x 15 11/16"

KITCHEN
FAUCET
KOHLER 18.07"(H) VIBRANT STAINLESS
Covered under Kohler's limited lifetime warranty
Faucet body constructed of metal
Single hole mounting type
Deck mounted faucet installs directly to sink or countertop Includes ceramic disc cartridge
Complies with ADA standards
K-28269 KF SILVER
Stainless Steel
18 Gauge Stainless Steel
9" deep bowls
Zero radius corners
Dual mount (top or under) installation
36" (914mm) cabinet required
Silver
EDGEWATER 33x22 DOUBLE BOWL
(WxHxD)
(WxHxD)
LMV1764ST
Stainless Steel Gray
Features: Microwave Power Output (Watts) 1000,
Exterior Design WideView™ Traditional, Control Type
Membrane, 300 CFM Exhaust
Style: Modern And Contemporary
32 3/4" x 69 15/16" x 31 1/4" Stainless Steel Gray
(WxHxD)
LF21G6200S
Counter Depth Design
Built-in Ice Maker automatically
Smart Cooling, Smarter Living with a Smart Inverter
Compressor
ENERGY STAR® Qualified
Beige
SKU: J0719
Matte
Surface
White
103 FROST GIRVE
Solid
Surface
Feature: Visual comfort, low light reflectivity,
Anti-fingerprint, Soft touch, Thermal healing of
superficial micro-scratches
72" X 96"

PER PLAN
LZS8WS*K
Stainless Steel Silver 17-7/8" x 18-13/16" x 3-9/16"
(WxHxD) Base Flow Rated: 8.0 (gallons per hour)
Fountain Type: Cooler
Installation Type: Wall Mounted
Hands Free Operation: Yes
-
(WxH) Polished Glass Commercial-grade mirrors -
Installation: Install Per Floor Finish Plan
SKU: 63151872QS3-G2071025
Metal Color to be Confirm,CBT Each: 15" x 24" x 18"
(WxHxD)
Large Triple Tier Metal Locker (9) Lockers
TB-01 MSI Surface PORCELAIN
WALL
TILE
THROUGHOUT 2ND

FLOOR RESTROOM
WALLS, U.N.O.

THROUGHOUT 1ST

FLOOR RESTROOM
WALLS, U.N.O.
12”X24” PORCELAIN Slight
MetallicLook
Artistic Mix Of
Gorgeous Dark Gray
Hues
Durable, easy to
maintain; LEED
supportive.

SC-01 PORCELAIN
FLOOR
TILE
Porcelanosa
THROUGHOUT 1ST

FLOOR RESTROOM
FLOORING, U.N.O.

MATTE

BOTTEGA

FINISH GROUT JOINT
COLORMATCHED
GROUT
1/16"

FINISH GROUT JOINT
COLORMATCHED
GROUT
1/8"
SC-02 6”X6”
1ST FLOOR -

MULTI-PURPOSE

HALL / HALL WAYS
SC-03
BT
PT

SHERWIN

WILLIAMS WATER- BASED
WALL&
CELING
PAINT
Rubber
Rolls
Rubber
flooring

FLOOR &
DECOR
Quarry
FLOOR
TILE

CERAMIC
MATTE

FINISH GROUT JOINT
COLORMATCHED
GROUT
1/8"
GRAY
STONE
LOOK
Waterproof; Frost-resistant;
Heavy-duty foot traffic.

PORCELAIN

COVE BASE
& CORNER
TILE

FLOOR &
DECOR
THROUGHOUT 1ST
FLOOR GYMFLOORING, U.N.O.

BLACK
Custom cut to fit
your needs.

NATURAL WHITE
SW 9542

SEMI-GLOSS
2 COATS PRIMER, 2

COATS FINISH
- - THROUGHOUT 1ST

FLOOR WALLS &
CEILING, U.N.O.
6”X5”
THROUGHOUT 1ST

FLOOR WALLS -

COVE BASE &
CORNER TILE, U.N.O.

SKU: 100844687
SKU: 100844711 CERAMIC MATTE GRAY
Waterproof,
frost-resistant,
withstands very heavy
foot traffic.
3/8" Heavy Duty Rubber
Rolls
Available in 1/8",1/4",8mm,
3/8", and 1/2" thickness.
-
- - -
-

PLUMBING
SHIELD PS Truerform MATCH WITH SINK

DIMENSIONS
Per manufacture Specification
Accessibility : ADA Compliant - -
A4.0
- - EQUIPMENT SPECIFICATIONS AND FINISH

SCHEDULES
NOTES: · ALL INTERIOR PAINTING TO INCLUDE
ANTI-GRAFFITI COATING. · WATER-RESISTIVE GYP. BOARD AT WET AREAS.

BOTTEGA

LIMESTONE
Cement Look
24”X24”
21 5/8” H X 37 1/16" W
11-1/2” W X 51-1/4” H X
Model: B-9944 4-1/4” Min. D

D1 D2 D3 D4 D5
D6 D7 D8 D9 D10
W1 W2 W3 W4
3'-4" 7'-2"3'-4" 7'-2"
3'-7" 7'-2"
3'-4" 7'-2"3'-4" 7'-2"
2'-6" 7'-2" 7'-2"3'-0" 7'-2"3'-0" 7'-2"
4'-2" 7'-2"
5'-0"
2'-6" 2'-6"
5'-0"
2'-6"
6'-0" 6'-0"10'-6" 6'-0"
4'-2"
MATCH EXISTING 3'-0" MATCH EXISTING 1'-0" 1'-0"
4'-2"
MATCH EXISTING 3'-0" MATCH EXISTING
UNDER THE SUPERVISION OF: Sheet Number:

Department of Public Works

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT

SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
P.N.: 2.1000.03
NO. DATE BY DESCRIPTION APPROV.

REVISIONS CITY OF MONTEBELLO SENIOR CENTER REMODEL
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT 115 S Taylor Ave, Montebello,CA 90640
DESIGNED BY:

DRAWN BY:

CHECKED BY: DATE:
iARCH
iARCH
iARCH
SC. 1/16" : 1-0"

DOOR & WINDOW GENERAL NOTES
Door Schedule
Count

DOOR DESCRIPTION
NO. MATERIAL Door Finish Frame Material
D1 2 FACTORY FINISH
D2 FACTORY FINISH
D3 FACTORY FINISH
D4 FACTORY FINISH
D5 FACTORY FINISH WOOD
D6 FACTORY FINISH
D7 FACTORY FINISH
D8 FACTORY FINISH WOOD
D9 FACTORY FINISH WOOD

WINDOW TYPES & SCHEDULE

WINDOW SCHEDULE
Type
Mark Count
Sill
Height Width Height
Window
Material
Window
Finish
Frame
Material
Frame
Finish
Tempered
Glass Comments
W1 1' - 0" 6' - 0" ALUMINUM FACTORY
FINISH

FACTORY
FINISH
Yes Sliding / Middle / Horizontal
W2 FACTORY
FINISH

FACTORY
FINISH
Yes Sliding / Middle / Horizontal
W3 EXISTING FACTORY
FINISH

FACTORY
FINISH
Yes Sliding / Middle / Horizontal
W4 1 FACTORY
FINISH

FACTORY
FINISH
Yes

SOLID WOOD
Width Height
3'-4" 7'-2"

DOOR TYPES & SCHEDULE
D10 FACTORY FINISH
Comments
2 1
1 1
1 1
1 1
1 3'-4" 7'-2"
3'-7" 7'-2"
3'-4" 7'-2"
3'-4" 7'-2"
5'-0" 7'-2"
5'-0" 7'-2"
3'-0" 7'-2"
3'-0" 7'-2"
4'-2" 7'-2"
METAL
METAL

SOLID WOOD

SOLID WOOD

SOLID WOOD

SOLID WOOD

SOLID WOOD

SOLID WOOD

SOLID WOOD
METAL
METAL
WOOD
WOOD
WOOD
WOOD
WOOD
1' - 0"

EXISTING
1 1
1 10' - 6 "
6' - 0"
6' - 0" ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM

ALUMINUM
ALUMINUM Sliding / Middle / Horizontal
Sliding / Middle / Horizontal
WINDOW NOTES:

1. WINDOW SYSTEM FINISH AND COLOR: BLACK ANODIZED AB-8 FINISH, REFER TO MANUFACTURER'S SPECIFICATIONS.

2. MULLION WIDTH, DEPTH AND THICKNESS PER ARCADIA'S SPECIFICATIONS.

3. G.C. SHALL PROVIDE COMPLETE SHOP DRAWINGS OF WINDOW SYSTEMS INCLUDING:

SAMPLES, WARRANTIES, STRUCTURAL CALCULATIONS, METHOD OF ATTACHMENT.

CONFORM WITH SPECIFICATIONS SUBMITTAL PROCEDURE.

4. ALL WINDOW OPENINGS TO BE FIELD VERIFIED

5. OTHER WINDOW SYSTEM ARE NOT ACCEPTABLE UNLESS APPROVED BY CITY.

GLAZING NOTES:

1. ALL GLAZING IS 1" INSULATED GLASS

2. ALL EXTERIOR GLAZING IS TO BE DUAL-PANE (1"), EXTERIOR TINTED GLASS BRONZE, ARGON GAS FILLED, SOLARBAN 90 GLASS

3. ALL GLAZING IS CENTER-SET IN FRAME.

Manufacture

ARCADIA

ARCADIA

ARCADIA

ARCADIA
Manufacture

TRUDOOR

TRUDOOR

TRUDOOR

TRUDOOR

TRUDOOR

TRUDOOR

TRUDOOR

TRUDOOR

TRUDOOR

TRUDOOR
A5.0
- -

EXTERIOR INTERIOR
PROOFING MEMBRANE/WRB SHALL NOTE: ANY PENETRATIONS IN WATER BE FULLY SEALED.

EXTERIOR FINISH PER PLAN

INSULATION, PER ENERGY CALCULATIONS -WHERE OCCURS

ORIENTED STAND BOARD (OSB) METAL STUD FRAMING

SOFFIT DRIP SCREED

SHIM, AS REQUIRED
J-MOLD

BACKER ROD AND SEALANT

OUTLINE OF FUTURE FINISH

BUILDING LINE BEYOND
WD. HEADER PER STRUCTURE

WINDOW FRAME PER SCHEDULE
NOTE: ANY PENETRATIONS IN WATER
PROOFING MEMBRANE/WRB SHALL BE FULLY SEALED.

WINDOW DIM.

J-MOLD

OUTLINE OF FUTURE FINISH WOOD STUD FRAMING

EXTERIOR FINISH PER PLAN

INSULATION, PER ENERGY CALCULATIONS-WHERE OCCURS

INTERIOR

EXTERIOR

SHIM, AS REQUIRED

BACKER ROD AND SEALANT

ORIENTED STAND BOARD (OSB) CORNER AID

JAMB BEYOND

CARPET, WHERE OCCURS
DOOR, PER SCHEDULE 1/4"

CONCRETE
MAX. 1/2" HIGH MARBLE

THRESHOLD

DOOR, PER SCHEDULE

THINSET CERAMIC TILE

JAMB BEYOND

CARPET, WHERE OCCURS
2:1 SLOPE MAX. AT COMPRESSED CARPET BELOW 1/4" THRESHOLD 1/2" MAX. 1/4"

CONCRETE FINISH

DOOR AND FRAME PER

SCHEDULE

CARPET FINISH WHERE
OCCURS
THRESHOLD PER SPECS.
1:2 SLOPE 1/2" MAX. 1/4"

DOOR AND FRAME PER

SCHEDULE

FOR FINISH FLOOR SEE
FINISH PLAN 1/2" MAX.

CONC. TO FUTURE FINISH FLOOR - A

TYPICAL MARBLE THRESHOLD - C
CARPET TO CONC. TRANSITION - B
CARPET TO CARPET TRANSITION - D ROUGH OPENING DOOR DIM. SEE SCHEDULE

INSULATION WHERE OCCURS
WD. DOOR FRAME PER

SCHEDULE

DOOR PER SCHEDULE
5/8" TYPE 'X' GYPSUM BOARD
EACH SIDE OVER WD. STUD

SEE STUD TABLE FOR SIZE

AND SPACING
WD. HEADER / JAMB @ HEAD
/JAMB. PER-STRUCTURE 1 1/2"

PAINTED WD TRIM PER
SCHEDULE/SPECS. EXTERIOR SHEATING

PER PLAN

DOOR, SEE DOOR

SCHEDULE STEEL ANGLE FRAME BY DOOR MANUFACTURER

EXTERIOR

INTERIOR
ELEVATION E 5'-0" E 4" EQ. EQ. EQ. E 4" PER STRUCTURAL PAINTED WD TRIM PER SCHEDULE/SPECS.

EXTERIOR FINISH PER
PLAN

EXTERIOR INTERIOR

PER STRUCTURAL

HEADER PER STRUCTURAL

INSULATION -WHERE OCCURS
NOTE: ANY PENETRATIONS IN WATER

PROOFING MEMBRANE/WRB
SHALL BE FULLY SEALED.

EXTERIOR FINISH PER
PLAN

INSULATION, PER ENERGY CALCULATIONS -WHERE OCCURS

ORIENTED STAND BOARD
(OSB)

METAL STUD FRAMING

SOFFIT DRIP SCREED

SHIM, AS REQUIRED

EXTERIOR INTERIOR
J-MOLD

BACKER ROD AND

SEALANT

OUTLINE OF FUTURE
FINISH

BUILDING LINE BEYOND
WD. HEADER PER

STRUCTURE

DOOR FRAME PER

SCHEDULE
DOOR DIM.

NOTE: ANY PENETRATIONS IN WATER
PROOFING MEMBRANE/WRB SHALL BE FULLY SEALED.

J-MOLD

OUTLINE OF FUTURE FINISH WOOD STUD FRAMING

EXTERIOR FINISH PER
PLAN

INSULATION, PER ENERGY CALCULATIONS-WHERE OCCURS

INTERIOR

EXTERIOR

SHIM, AS REQUIRED

BACKER ROD AND

SEALANT

ORIENTED STAND

BOARD (OSB)

CORNER AID
UNDER THE SUPERVISION OF: Sheet Number:

Department of Public Works

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT

SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
P.N.: 2.1000.03
NO. DATE BY DESCRIPTION APPROV.

REVISIONS CITY OF MONTEBELLO SENIOR CENTER REMODEL
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT 115 S Taylor Ave, Montebello,CA 90640
DESIGNED BY:

DRAWN BY:

CHECKED BY: DATE:
iARCH
iARCH
iARCH
SC. 1/16" : 1-0"
WINDOW-EXTERIOR FRAME @ HEAD NOT SHOWN 8
WINDOW-EXTERIOR FRAME @ JAMB NOT SHOWN 9 INTERIOR DOOR HEAD/ JAMB NOT SHOWN 2 THRESHOLD DETAILS NOT SHOWN 1 GARAGE DOOR @ JAMB NOT SHOWN 4
GARAGE DOOR @ HEAD NOT SHOWN 5
DOOR-EXTERIOR FRAME @ HEAD NOT SHOWN 6
DOOR-EXTERIOR FRAME @ JAMB NOT SHOWN 7
A5.1
- -

BATT INSULATION-WHERE OCCURS WD. STUD PER WALL TYPE CEMENT BACKER BOARD

WALL TILE PER FINISH SCHEDULE
0'-4"

WD STUD

PER SCHEDULE
BATT INSULATION-WHERE OCCURS WD. STUD PER WALL TYPE CEMENT BACKER BOARD

WALL TILE PER FINISH SCHEDULE
0'-4"

WD STUD

PER SCHEDULE

INTERIOR AS FINISH SCHEDULE
BATT INSULATION-WHERE OCCURS WD. STUD PER WALL TYPE
0'-4"

WD STUD

PER SCHEDULE

INTERIOR AS FINISH SCHEDULE
WD. STUD PER STRUCTURE PLAN

CEMENT BACKER BOARD WALL TILE PER FINISH SCHEDULE
0'-8"

WD STUD

CEMENT BACKER BOARD WALL TILE PER FINISH SCHEDULE
WALL
TYPE
STUD
SIZE
STUD

SPACING
*OVERALL

WALL THK
DESIGN
HT. LIMITS

1. PROVIDE ADDITIONAL WALL BRACING AND / OR BRIDGING AS MAY BE REQUIRED FOR HEIGHT OF WALL.

2. ALL SHAFT WALLS SHALL BE FULL HEIGHT UNLESS NOTED OTHERWISE.

3. EXTEND ALL OTHER PARTITION WALLS 6" ABOVE FIN. CEILING U.N.O., 61.1.

4. ALL FIRE RATED WALLS SHALL TERMINATE AT STRUCTURE ABOVE UNLESS NOTED OTHERWISE. ALL FIRE RATED WALLS SHALL COMPLY WITH CBC CHAPTER 7.

5. REFER TO SPECIFICATION DIVISIONS 15 AND 16 FOR HVAC, PLUMBING, AND ELECTRICAL PENETRATION OF WALLS.

6. REFER TO FLOOR PLAN FOR LOCATION OF RATED WALLS AND REFER TO DETAILS SHEETS FOR HEAD OF WALL CONDITION OF ALL RATED WALLS.

7. AT TILED WALLS, STOP TILE AND BACKER BOARD AT CEILING, PROVIDE 5/8" TYPE "X" GYP.

BD. FOR REMAINING HEIGHT OF WALL.
*8. OVERALL WIDTH OF WALL SHOULD BE VERIFIED WITH STRUCTURAL PLANS AND MFG.

SPECS.

COMMENT
T- 2 2X4 16" O.C. 10

T TILE WALL
WALL - CERAMIC TILE BOTH SIDES 3" =1'-0" 1
T- 1 2X4 16" O.C. 6" 10 TILE BOTH SIDES
COVE BASE DETAIL AT RESTROOM IF APPLICABALE 6" =1'-0" 4 WALL - CERAMIC TILE + INTERIOR FINISH & PAINT 3" =1'-0" 2 INSTALL NEW DRY WALL PER CONSTRUCTION PLANS. ENSURE THE WALL EXTENDS UP TO THE JOIST OR TRUSS WITH A MAXIMUM HEIGHT OF 10 FEET. SEE STRUCTURAL SHEET S1 & SD1 FOR DETAILS.

WALL TILE DETAIL No Scale 6

WALL TYPE SCHEDULE

GENERAL NOTES
TILE + INTERIOR

FINISH & PAINT
WALL- INTERIOR FINISH AND PAINT 3" =1'-0" 3
6 "
T- 3 2X4 16" O.C. 10 INTERIOR FINISH &

PAINT BOTH SIDES
6 "
UNDER THE SUPERVISION OF: Sheet Number:

Department of Public Works

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT

SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
P.N.: 2.1000.03
NO. DATE BY DESCRIPTION APPROV.

REVISIONS CITY OF MONTEBELLO SENIOR CENTER REMODEL
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT 115 S Taylor Ave, Montebello,CA 90640
DESIGNED BY:

DRAWN BY:

CHECKED BY: DATE:
iARCH
iARCH
iARCH
PLUMBING WALL-CERAMIC TILE BOTH SIDES 3" =1'-0" 5
T- 4 4X6 16" O.C. 8 " 10 TILE BOTH SIDES
T- 5 2X4 16" O.C. 10 TILE + INTERIOR

FINISH & PAINT
5 "
A6.0
- - WALL TYPES & DETAILS

1.5 - 2 %
· CORE/DRILL EXISTING BEAMS AS REQUIRED FOR NEW PIPE ROUTING. · MAINTAIN PIPE SLOPE OF 1.5%–2.0%.
· UTILIZE EXISTING SEWER PIPE WHERE POSSIBLE.
· PROVIDE A VERTICAL BOX-OUT/DUCT WHERE CONCEALED ROUTING IS NOT POSSIBLE. (E) BEAM

NEW PIPE

EXISTING SEWER PIPE

REFER TO DETAILS IN THE SAME SHEET
PIPE FROM EXISTING RESTROOM IN 2ND FLOOR

NEW PIPE
· PROVIDE STEEL U-PROFILE UNDER EXISTING TIMBER BEAM.
· CENTER U-PROFILE AT PIPE PENETRATION.
· EXTEND U-PROFILE MIN. 2" BEYOND EACH SIDE OF OPENING. · FASTEN U-PROFILE TO BOTH SIDES OF BEAM.
· STEEL SIZE, THICKNESS, AND FASTENERS PER STRUCTURAL DESIGN

FRONT VIEW SIDE VIEW

NEW PIPE (E) BEAM

DRILL EXISTING BEAM

U-PROFILE

PIN U-PROFILE

PIN U-PROFILE U-PROFILE
2' 2'
(E) BEAM

DRILL EXISTING BEAM

NEW PIPE
SC. 1/16" : 1-0"
-
2 Scale: NOT SHOWN

ENLARGMENT
UNDER THE SUPERVISION OF: Sheet Number:

Department of Public Works

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT

SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
P.N.: 2.1000.03
NO. DATE BY DESCRIPTION APPROV.

REVISIONS CITY OF MONTEBELLO SENIOR CENTER REMODEL
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT 115 S Taylor Ave, Montebello,CA 90640
DESIGNED BY:

DRAWN BY:

CHECKED BY: DATE:
iARCH
iARCH
iARCH
-
1 Scale: NOT SHOWN

PIPE LOCATION
A7.0
- -

THE CONTRACTOR SHALL CONFORM TO ALL STATE AND LOCAL LAWS GOVERNING THE WORK AND OBTAIN ALL NECESSARY LICENSES AND PERMITS. CONCRETE SHALL BE SUPPLIED AND PLACED IN ACCORDANCE WITH THE LATEST EDITION OF ACI 318 AND ACI 301 EXCEPT AS MODIFIED BY THE CONSTRUCTION DOCUMENTS. PORTLAND CEMENT SHALL CONFORM TO ASTM C-150, TYPE II, U.N.O. REINFORCING STEEL SHALL CONFORM TO ASTM A615 OR ASTM A706(WELDABLE STEEL) AND SHALL BE GRADE 60 DEFORMED BARS, TYP., U.N.O. REINFORCING IN SLAB ON GRADE MAYBE GRADE 40 STEEL FOR BARS #4 AND SMALLER U.N.O ON THE PLANS. THE CONCRETE COMPRESSIVE STRENGTH (28 DAYS), f'c: a. ALL LOCATIONS, U.N.O: MIN 2500 PSI, (W/C = 0.45) SPECIAL INSPECTION IS REQUIRED WHEN f'c > 2500 PSI. b. CONCRETE IN CONTACT WITH SOIL CONTAINING SULFATE So4 ≥ 0.1% BY WEIGHT: 4000 PSI, SPECIAL INSPECTION IS NOT REQUIRED. c. CONCRETE IN CONTACT WITH SOIL CONTAINING SULFATE So4 ≥ 0.2% BY WEIGHT: 4500 PSI, SPECIAL INSPECTION IS NOT REQUIRED. 1.2. 1. AGGREGATE FOR STONE CONCRETE SHALL CONFORM TO ASTM C-33. FOR LOW SHRINKAGE AGGREGATE, USE LIMESTONE OR GRANITE. AGGREGATE FOR LIGHTWEIGHT CONCRETE SHALL CONFORM TO ASTM C-330. REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH ACI 315 AND ACI 318, AND CRSI'S MANUAL OF STANDARD PRACTICE. WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185. LAPS IN WWF SHALL BE SUCH THAT THE OVERLAP MEASURED BETWEEN OUTERMOST CROSS WIRE OF EACH FABRIC SHEET IS NOT LESS THAN THE SPACING OF CROSS WIRES PLUS 2 INCHES. PROJECT DESIGN CRITERIA BUILDING CODE 2025 CBC RISK CATEGORY II VERTICAL (GRAVITY) DESIGN PARAMETERS: (PSF) (LIVE LOADS ARE REDUCIBLE, U.N.O.) Dead Roof live Snow Live Floor 15 40 A.B. ANCHOR BOLT ABV. ABOVE BAR. REINF. BAR BD. BOARD BLK'G. BLOCKING BLW. BELOW BM. BEAM B.N. BOUNDARY NAIL B.O.B BOTTOM OF BEAM BOTT. BOTTOM B.W. BOTH WAYS CANT. CANTILEVER CJ. CEILING JOIST COL. COLUMN CONC. CONCRETE CONT. CONTINUOUS DBL. DOUBLE D.F. DOUGLAS FIR DIA. DIAMETER (E) EXISTING E.W. EACH WAY E.J. EXPANSION JOINT E.N. EDGE NAIL EQ. EQUAL E.O.R. ENGINEER OF RECORD F.G. FINISH GRADE F.J. FLOOR JOIST FL. FLUSH F.N. FIELD NAIL F.O.C. FACE OF CONCRETE F.O.M. FACE OF MASONRY F.O.S. FACE OF STUDS GA. GAUGE GALV. GALVANIZED ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST ARCHITECTURAL DIMENSIONS. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE OMITTED OR NOT CLEAR, CONTACT THE ARCHITECT OR ENGINEER OF RECORD (E.O.R.) FOR CLARIFICATIONS. THE CONTRACTOR SHALL COMPARE THE STRUCTURAL DRAWINGS WITH ARCHITECTURAL, PLUMBING, MECHANICAL, CIVIL AND ELECTRICAL DRAWINGS AS TO ALL LAYOUTS, DIMENSIONS AND ELEVATIONS. ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT FOR PROPER ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. 3. SUBSTITUTION REQUESTS FOR MATERIALS SPECIFIED ON THE STRUCTURAL DRAWINGS MAY BE CONSIDERED WITH MATERIALS HAVING EQUIVALENT OR GREATER CAPACITY AND PERFORMANCE. CURRENT EVALUATION REPORTS AND PRODUCT INFORMATION SHALL BE PROVIDED TO THE STRUCTURAL ENGINEER DEMONSTRATING THE REQUIRED CAPACITY AND PERFORMANCE OF THE MATERIAL TO BE SUBSTITUTED. WRITTEN APPROVAL FROM THE E.O.R SHALL BE OBTAINED PRIOR TO THE SUBSTITUTION OF ANY MATERIAL SPECIFIED ON THE STRUCTURAL CONSTRUCTION DOCUMENTS. 4. ANY DEVIATION, MODIFICATION & SUBSTITUTION FROM THE APPROVED SET OF STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR REVIEW/APPROVAL PRIOR TO ITS USE OR INCLUSION ON THE SHOP DRAWINGS & PRIOR TO PROCEEDING WITH THE WORK. 5. EXISTING CONDITIONS AS SHOWN ON THESE PLANS ARE FOR REFERENCE ONLY. CONTRACTOR IS REQUIRED TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL REPORT CONDITIONS THAT CONFLICT WITH THE CONTRACT DOCUMENTS TO THE OWNER'S REPRESENTATIVE. DO NOT DEVIATE FROM THE CONTRACT DOCUMENTS WITHOUT WRITTEN DIRECTION FROM THE OWNER'S REPRESENTATIVE. 6. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF CONSTRUCTION LOAD IMPOSED UPON THE STRUCTURE. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN CAPACITY OF THE STRUCTURE AT THE TIME THE LOADS ARE IMPOSED. 7. SPECIFICATIONS RELATED TO WATERPROOFING, INCLUDING BUT NOT LIMITED TO MEMBRANES, WATERSTOPS, SEALANTS, FLASHING, VAPOR BARRIER, ARE AS SPECIFIED BY ARCHITECT/WATER PROOFING CONSULTANT. 8. FEATURES OF CONSTRUCTION SHOWN ARE TYPICAL AND SHALL APPLY GENERALLY THROUGHOUT SIMILAR CONDITIONS. ALL DETAILS REFERENCED, AND DETAILS NOT REFERENCED ON PLANS, SHALL BE CONSIDERED TYPICAL AND APPLY TO ALL SIMILAR CONDITIONS OF THE CONSTRUCTION. 9. UNLESS SHOWN OTHERWISE, DETAILS SHOWN ON "TYPICAL DETAIL" SHEETS SHALL BE USED WHEREVER APPLICABLE. SPECIFIC DETAILS ON THE STRUCTURAL DRAWINGS TAKE PRECEDENCE OVER "TYPICAL DETAILS". SPECIFIC NOTES ON STRUCTURAL DRAWINGS TAKE PRECEDENCE OVER NOTES SHOWN IN "GENERAL NOTES". 10. THE STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE SHOWN THEY DO NOT INDICATE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE CONSTRUCTION AND ALL ADJACENT PROPERTIES DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT ARE NOT LIMITED TO BRACING, SHORING OF LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE ARCHITECT OR E.O.R SHALL NOT INCLUDE OBSERVATION OF THE ABOVE ITEMS. 11. DO NOT USE ANY CONCRETE OR GROUT CONTAINING CHLORIDES. WATER USED IN MIXING CONCRETE SHALL CONFORM WITH ASTM C1602. CONCRETE MIX DESIGNS CONTAINING FLY ASH MAY BE USED WHERE CONCRETE IS NOT VISUALLY EXPOSED. FLY ASH SHALL CONFORM WITH ASTM C618 AND MAY REPLACE UP TO 20% PORTLAND CEMENT BY VOLUME. CONCRETE STRENGTH TEST REPORTS SHALL BE IN COMPLIANCE WITH ACI 318 AND SHALL BE SUBMITTED TO E.O.R. FOR REVIEW. ALL REINFORCING BARS, ANCHOR BOLTS AND ALL OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. 2. 3. 4. 5. 6. 7. 8. ALL DIMENSIONS SHOWING THE LOCATION OF REINFORCING BARS/STEEL ARE TO THE CENTER OF STEEL U.N.O. ON THE PLANS OR DETAILS: CONDITION COVER A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. EXPOSED TO EARTH OR WEATHER (INCLUDING SLABS ON GRADE) #6 AND LARGER 2" #5 AND SMALLER 1 1/2" C. NOT EXPOSED TO WEATHER OR IN CONTACT WITH SOIL: 1. STRUCTURAL SLABS, WALLS w/ #11 BARS AND SMALLER 3/4" #14 BARS AND LARGER 1 1/2" 2. BEAMS, COLUMNS 1 1/2" DOWELS BETWEEN FOOTING AND WALLS OR COLUMNS SHALL BE THE SAME GRADE, SIZE AND SPACING AS THE MAIN REINFORCING, UNO. CHAIRS OR SPACERS FOR REINFORCING SHALL BE NON-FERROUS OR PLASTIC COATED WHEN RESTING ON EXPOSED SURFACES. 1.2. 3. 4. 11. 12. 9. DESIGN CRITERIA GENERAL NOTES CONCRETE TYPICAL ABBREVIATIONS TIME BETWEEN CONCRETE BATCHING AND PLACEMENT SHALL BE IN ACCORDANCE WITH ASTM C94. 10. CONCRETE PLACEMENT/CURING/REDUCTION IN STRENGTH SHALL CONFORM TO ACI 305R AND 306.5R REQUIREMENTS FOR HOT AND COLD WEATHER CONCRETING. 11. CONCRETE SHALL BE CURED PER ACI 308R, UNLESS ALTERNATE METHODS OF CURING HAVE BEEN APPROVED BY THE ARCHITECT OR ENGINEER. FOR SLAB CURING, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING COMPATIBILITY OF CURING COMPOUNDS WITH PROPOSED FINISHES PRIOR TO COMMENCING ANY WORK. MAX. SLUMP SHALL BE 5 INCHES EXCEPT WHERE ADMIXTURES/PLASTICIZERS HAVE BEEN ADDED IN THE MIX DESIGN TO IMPROVE FLOWABILITY/WORKABILITY. THE SLUMP LIMIT SHALL BE BASED ON ADMIXTURE MANUFACTURER'S RECOMMENDATIONS. REINFORCING STEEL LAP SPLICES OF BARS SHALL CONFORM TO THE TYPICAL THE LAP SCHEDULE ON THE PLANS, U.N.O. NO TACK WELDING OF BARS ALLOWED. 5. MECHANICAL SPLICE COUPLERS MAY BE USED AND SHALL HAVE CURRENT ICC APPROVAL AND BE CAPABLE OF DEVELOPING 125% OF THE BAR'S YIELD STRENGTH. 6. ALL REINFORCING BARS SHALL BE BENT COLD. DO NOT FIELD BEND OR UNBEND ANY BARS IN A MANNER THAT MAY DAMAGE REINFORCING. 7. REINFORCING SPACING SHOWN ON THE PLANS ARE THE MAXIMUM SPACING "ON CENTER SPACING". DO NOT EXCEED THIS. ANY DISCREPANCIES DURING CONSTRUCTION SHALL BE FORWARDED TO THE ENGINEER FOR REVIEW AND APPROVAL. 8. TYPICAL REINFORCING FOR CONCRETE SLAB ON METAL DECK SHALL BE 6x6-W1.4xW1.4 WELDED WIRE FABRIC, U.N.O. PLACE WWF MID-DEPTH OF THE SLAB OVER THE TOP OF THE FLUTE OF THE METAL DECK. 9. ALL DOWELS TO BE SET IN CONCRETE SHALL BE TIED IN PLACE PRIOR TO PLACEMENT OF CONCRETE. NO WET SETTING, STABBING, RODDING OR OTHER MOVEMENT OF EMBEDDED ITEMS SHALL BE PERFORMED DURING THE PLACEMENT OF CONCRETE. 10. 12. NAILING SCHEDULE, CONT. SHEET INDEX GLB. GLUE-LAMINATED BEAM GR.BM. GRADE BEAM GWB. GYPSUM WALLBOARD HI. HIGH HDR. HEADER HFX HARDY FRAME HORIZ. HORIZONTAL INFO. INFORMATION K.P. KING POST LT.WT. LIGHT WEIGHT L.V.L. LAMINATED VENEER LUMBER MAS. MASONRY M.B. MACHINE BOLT MANUF. MANUFACTURER (N) NEW N.G. NATURAL GRADE O/C ON CENTER P.J. POUR JOINT PSL. PARALLAM BEAM PLWD. PLYWOOD P.T. PRESSURE TREATED REINF. REINFORCING REQ'D REQUIRED RR. ROOF RAFTER T.O.B TOP OF BEAM UNO. UNLESS NOTED OTHERWISE V.I.F. VERIFY IN FIELD F.H. FULL HEIGHT A. NAILS ARE SMOOTH-COMMON, BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED. NAILS FOR FRAMING AND SHEATHING CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS SHOWN: 90 ksi FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN 0.177 INCH, AND 100 ksi FOR SHANK DIAMETERS OF 0.142 INCH OR LESS. B. NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER. C. FOUR-FOOT BY 8-FOOT OR 4-FOOT BY 9 FOOT PANELS SHALL BE APPLIED VERTICALLY. D. SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON CHAPTER 23. E. FOR WOOD STRUCTURAL PANEL ROOF SHEATHING ATTACHED TO GABLE END ROOF FRAMING AND TO INTERMEDIATE SUPPORTS WITHIN 48 INCHES OF ROOF EDGES AND RIDGES, NAILS SHALL BE SPACED AT 6 INCHES ON CENTER WHERE THE ULTIMATE DESIGN WIND SPEED IS LESS THAN 130 MPH AND SHALL BE SPACED 4 INCHES ON CENTER WHERE THE ULTIMATE DESIGN WIND SPEED IS 130 MPH OR GREATER BUT LESS THAN 140 MPH. F. GYPSUM SHEATHING SHALL CONFORM TO ASTM C1396 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253. FIBERBOARD SHEATHING SHALL CONFORM TO ASTM C208. G. SPACING OF FASTENERS ON FLOOR SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING AND AT FLOOR PERIMETERS ONLY. SPACING OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING. BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT AS REQUIRED BY OTHER PROVISIONS OF THIS CODE. FLOOR PERIMETER SHALL BE SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. H.WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE, PROVIDE TWO TOE NAILS ON ONE SIDE OF THE RAFTER AND TOE NAILS FROM THE CEILING JOIST TO TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE. THE TOE NAIL ON THE OPPOSITE SIDE OF THE RAFTER SHALL NOT BE REQUIRED. I. RSRS-01 IS A ROOF SHEATHING RING SHANK NAIL MEETING THE SPECIFICATIONS IN ASTM F1667. FOR NON-SHEAR WALL APPLICATIONS, ANCHOR BOLT SHALL BE INSTALL WITH ROUND WASHERS AND SHOULD CONFORM WITH ANSI/ASME B 18.22.1. USE MIN. 1 3/8"
Ø
X 7/64" THICK WASHER FOR 1/2"
Ø BOLT, 1 3/4"
Ø
X 9/64" THICK WASHER FOR 5/8"
Ø BOLT AND 2 1/2" Ø X 11/64" THICK WASHER FOR 1" Ø BOLT. U.N.O. NAIL SPACING TO BE NOT LESS THAN REQUIRED PENETRATION. EDGE AND END DISTANCES SHALL BE NOT LESS THAN HALF THIS SPACING. ALL SPACING AND EDGE AND END DISTANCES SHALL BE SUCH AS TO AVOID SPLITTING OF THE WOOD. HOLES FOR NAILS, WHERE NECESSARY TO PREVENT SPLITTING, SHALL BE BORED OF A DIAMETER SMALLER THAN THAT OF THE NAILS. ALL NAILS SHALL BE SINKER NAILS AND STAGGERED U.N.O., EXCEPT AS SHOWN IN NAILING SCHEDULE. STRUCTURAL GLUED-LAMINATED (GLULAM) TIMBER OF SOFTWOOD SPECIES SHALL BE IN CONFORMANCE WITH ANSI/AITC STANDARD A190.1 AND ASTM D3737, OR OTHER CODE APPROVED DESIGN, MANUFACTURING AND/OR QUALITY ASSURANCE PROCEDURES. MEMBERS SHALL BE MARKED WITH THE ENGINEERED WOOD SYSTEM APA EWS TRADEMARK INDICATING CONFORMANCE WITH THE MANUFACTURING, QUALITY ASSURANCE AND MARKING PROVISIONS OF ANSI/AITC STANDARD A190.1. THE MANUFACTURER OR SELLER SHALL SUBMIT CERTIFICATES OF CONFORMANCE TO THE FIELD INSPECTOR PRIOR TO INSTALLATION. ALL NON-STRUCTURAL ELEMENTS SHALL BE CONSTRUCTED PER APPROVED CODE REQUIREMENTS. FRAMING PLAN IS ONLY SHOWING FOR THE MAIN STRUCTURAL ELEMENTS IN ACCORDANCE WITH BUILDING CODE OR REQUIREMENTS ARE SPECIFIED OR REQUIRED BY THE LOCAL JURISDICTION. ALL CEILING JOISTS ARE TO BE 2x JOISTS. REFER TO FRAMING FOR ACTUAL SIZE AND SPACING. USE 5/8" DIA.

X MIN. 12" ANCHOR BOLTS W/ MIN. 7" EMBEDMENT INTO CONCRETE FOOTING AT 48" O.C. MAX. FOR SILL PLATE TO FOUNDATION UNLESS NOTED OTHERWISE ON SHEARWALL SCHEDULE.

A BOLT BETWEEN 6" TO 12" FROM THE END OF EACH PIECE OF SILL (2 BOLTS MIN EACH PIECE). PIECE OF SILL SHALL BE CONSIDERED ENDED WHERE PLATE IS CUT OUT OVER ONE-THIRD OF CROSS SECTION. FOR INTERIOR NON-SHEAR WALLS USE SIMPSON 0.157"Ø SERIES PDPAWL SHOT PINS WITH A PENETRATION OF 11/4" INTO SLAB AT 16" O.C. TO BE INSTALLED IN ACCORDANCE WITH ICC ESR-2138. THE FOLLOWING BEAMS/HEADERS/RIMS CAN BE FROM ANY MANUFACTURER WITH CURRENT APPROVED ICC-ES EVALUATION REPORT WITH THE FOLLOWING MECHANICAL PROPERTIES: ALL WALLS SHALL BE CONSTRUCTED USING 2x STUDS @ 16" O.C. REFER TO FRAMING PLANS FOR ACTUAL STUD SIZE AND SPACING. 4. TYPICAL UNBLOCKED DIAPHRAGM, UNO ON PLANS 5. HOT DIP GALVANIZED FASTENERS SUCH AS (BUT NOT LIMITED TO) NAILS, SCREWS, BOLTS, THREADED ROD, ETC., SHALL BE USED WHEN IN CONTACT WITH PRESERVATIVE OR FIRE RETARDANT TREATED LUMBER. EXCEPTION: PLAIN CARBON STEEL FASTENERS IN SBX/DOT AND ZINC BORATE PRESERVATIVE TREATED WOOD IN AN INTERIOR, DRY ENVIRONMENT SHALL BE PERMITTED. STUD WALLS PERPENDICULAR TO A CONCRETE OR MASONRY WALL SHALL BE BOLTED TO THE CONCRETE OR MASONRY WALL WITH 5/8" DIAMETER X 8" A307 BOLTS AT TOP, MID-HEIGHT AND BOTTOM. FRAMING MEMBER BEAMS/ POST/ RAFTERS & ALL OTHER STRUCTURAL FRAMING 2x FRAMING: #2 DF 4x FRAMING: #2 DF 6x FRAMING: #1 DF 8x FRAMING: #1 DF STUDS DFL STUD GRADE (UP TO 9'-0") DFL #2 (TALLER THAN 9'-0") TOP PLATES & MUD SILLS DFL CONSTRUCTION GRADE OR BETTER ALL STRUCTURAL WOOD SHALL BE OF DOUGLAS FIR-LARCH SPECIES, (19% MAXIMUM MOISTURE CONTENT AT THE TIME OF CONSTRUCTION U.N.O.). FRAMING MEMBER BEAM/ HEADERS SIZE (WIDTH) Fb Fc perp F Fv Ft E c parallel TYPE MATERIAL RIM BOARD 3 1/2" & WIDER 1 3/4" & 2 5/8" WIDE 1 1/4" THICK (MIN) 3100 PSI 2800 PSI 1750 PSI 750 PSI 525 PSI 285 PSI 285 PSI 225 PSI 2150 PSI 2150 PSI 1100 PSI 2.0E6 PSI 3000 PSI 2500 PSI (MIN) SPEC CAMBER CONDITION LVL LVL LVL 24F-V4 24F-V8 2400 PSI 1850 PSI Fb @ BOT @ TOP
Fb Fv (MIN) E (MIN) 265 PSI 2.0E6 PSI 1.3E6 PSI 1.8E6 PSI1600' RADIUS, UNO SINGLE SPAN 2400 PSI 2400 PSI 265 PSI 1.8E6 PSI1600' RADIUS, UNO ALL OTHERS NAIL SIZE 8d COMMON 10d COMMON 16d COMMON 0.131" 2 1/2" 0.148" 0.162" 3" 3 1/2" SPECIFICATION 1. SAWN LUMBER 2. STRUCTURAL COMPOSITE LUMBER 3. GLUED LAMINATED LUMBER 750 PSI 3000 PSI SHANK DIAMETER LENGTH ROOF FLOOR SHEATHING APA RATED SHEATHING 15/32 PERFORMANCE CATEGORY 32/16 EXPOSURE 1 NAILING 8d's @ 6" B.N. 8d's @ 6" E.N. 8d's @ 12" F.N. APA RATED STURD-I-FLOOR 23/32 PERFORMANCE CATEGORY 24" OC EXPOSURE 1 10d's @ 6" B.N. 10d's @ 6" E.N. 10d's @ 12" F.N. USE RING OR SCREW SHANK NAILS AND GLUE SHEATHING TO FRAMING USING ADHESIVES MEETING APA SPECIFICATION AFG-01 OR ASTM D3498. AS AN ALTERNATE TO 10D COMMON NAILS, THE FOLLOWING FASTENERS CAN BE USED: GRABBER PLYWOOD SCREWS (ICC-ER-5280), OR SIMPSON STRONG-TIE QUICK DRIVE SCREWS (ICC-ER-1472) FOR SHEAR WALL APPLICATIONS, ANCHOR BOLT SHALL BE INSTALLED WITH PLATE WASHERS OF MIN. 3" SQ.

X 0.229" THICK BETWEEN SILL PLATE AND NUT. EDGE(S) OF PLATE WASHERS SHALL BE 1/2" MAX. FROM INSIDE FACE OF SHEAR PANEL. ALL METAL FRAMING CONNECTORS SHALL BE MANUFACTURED BY SIMPSON STRONG TIE COMPANY (CURRENT CATALOG), OR "USP" WITH EQUIVALENT ICC PUBLISHED VALUES AND SHALL BE INSTALLED PER SPECIFICATIONS, NO EXCEPTIONS. 1.2. 3. 4. SILL PLATE SHALL BE PRESSURE-TREATED AND UNDER SHEAR WALLS OF UP TO 4'-0" IN LENGTH MUST BE CONTINUOUS. 6. 7. 8. 10. STUD BEARING WALLS AND PARTITIONS SHALL HAVE HAVE DOUBLE TOP PLATES LAPPED AT WALL AND PARTITION INTERSECTIONS. JOINTS IN UPPER AND LOWER MEMBERS OF DOUBLE TOP PLATES SHALL BE STAGGERED AT LEAST 4'-0". HOLES IN WOOD MEMBERS FOR BOLTS SHALL BE THE NOMINAL BOLT DIAMETER PLUS 1/16". LAG SCREWS SHALL BE TURNED, NOT DRIVEN, INTO PRE DRILLED HOLES. HOLES IN WOOD FOR LAG SCREW SHANK SHALL BE BORED TO THE SAME DIAMETER AND DEPTH AS THE SHANK, AND FOR THE THREADED PORTION BORED WITH A BIT NOT LARGER THAN 40% TO 70% OF THE SHANK DIAMETER. I-JOISTS SHALL BE MANUFACTURED BY WEYERHAEUSER OR EQUIVALENT APPROVED ICC MANUFACTURED PRODUCT. 9. WOOD COLUMNS SHALL HAVE SOLID VERTICAL BLOCKING THROUGH THE FLOORS TO THE SUPPORT BELOW. FOR WALLS 10'-0" AND GREATER PROVIDE BLOCKING AT MID-HEIGHT FOR CONSTRUCTION STABILITY. ALL WALLS SHALL HAVE SINGLE BOTTOM PLATE AND DOUBLE TOP PLATE, UNO. ALL EXTERIOR LUMBER AND ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY, OR EXPOSED TO THE EXTERIOR SHALL BE TREATED LUMBER. DO NOT CUT, BORE, COUNTERSINK OR NOTCH WOOD MEMBERS EXCEPT WHERE SHOWN IN THE DETAILS. PROVIDE DOUBLE JOISTS BENEATH ALL PARALLEL WALLS AND SOLID BLOCKING BENEATH ALL WALLS PERPENDICULAR TO JOISTS. WOOD NAILERS: UNO. ON PLANS AND DETAILS, WHERE WOOD MEMBERS ARE TO BE CONNECTED TO STEEL ELEMENTS, OR WHERE WOOD NAILERS CONNECTED TO STEEL MEMBERS ARE NEEDED FOR PROPER INSTALLATION OF FINISH MATERIALS, AS A MINIMUM PROVIDE WOOD NAILERS AS SPECIFIED BELOW WITH 5/8"Ø WELDED THREADED STUDS @ 24" O.C.: A. WOOD NAILERS NEEDED ONLY FOR INSTALLATION OF FINISH MATERIAL: 2X WOOD NAILERS, COUNTERSINKING OF THREADED STUDS BOLT IS ACCEPTABLE IF NEEDED FOR FLUSH INSTALLATION OF FINISH MATERIAL. B. WOOD NAILERS NEEDED TO SUPPORT OTHER WOOD ELEMENTS: 2X OR 3X WOOD NAILERS WITH OR WITHOUT COUNTERSINKING OF THREADED STUDS BOLT RESPECTIVELY. 1.2. 3. 4. 5. 6. 7. 8. 9. 12. 10. 13. 14. WOOD SCREWS SHALL BE TURNED, NOT DRIVEN, INTO LEAD HOLES. SOAP OR OTHER LUBRICANTS SHALL BE PERMITTED AS NEEDED TO FACILITATE THE INSERTION AND PREVENT DAMAGE OF THE WOOD SCREW. LEAD SCREWS SHALL BE ABOUT 7/8 THE DIAMETER OF THE SCREW. THE MINIMUM PENETRATION OF WOOD SCREWS SHALL BE 10 TIMES THE SCREW DIAMETER OR 1.5", WHICHEVER IS GREATER. PENETRATION IS MEASURED INTO THE PIECE RECEIVING THE NAIL POINT. 15. 11. 16. 17. NAILING & HARDWARE WOOD FRAMING WOOD (MIN) (MIN) (MIN) (MIN) (MIN) WOOD FRAMING, CONT. ALL WOOD CONSTRUCTION CONNECTORS SHOWN ON THE PLANS OR DETAILS SHALL BE SIMPSON STRONG-TIE OR EQUIVALENT, U.N.O. ALL CONNECTORS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS IN CONJUNCTION WITH APPROVED ICC REPORTS. NOTIFY E.O.R FOR ANY POTENTIAL SUBSTITUTION PRIOR TO COMMENCING WORK. 18. - ALL SHEATHING SHALL BE LAID WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, SHALL BE C-D OR C-C SHEATHING CONFORMING TO CBC 2303.1.5. SDS SCREWS SPECIFIED ON PLANS SHALL BE MANUFACTURED BY SIMPSON STRONG-TIE WITH ICC ESR-2236. ALTERNATES MAYBE USED ONLY WITH PRIOR APPROVAL BY E.O.R. 19.1. BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 2. CEILING JOISTS TO TOP PLATE 3. CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER PARTITION 4. CEILING JOIST ATTACHED TO PARALLEL RAFTER 5. COLLAR TIE TO RAFTER, FACE NAIL OR 1 1/4"X20 GA.RIDGE STRAP TO RAFTER 6. RAFTER OR ROOF TRUSS TO TOP PLATE 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS OR ROOF RAFTER TO MINIMUM 2" RIDGE BEAM 3-8d COMMON 3-16d COMMON PER TABLE 2308.11.3.1 DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER TOE NAIL FACE NAIL FACE NAIL EACH RAFTER (2) TOE NAILS ON ONE SIDE AND (1) TOE NAIL ON OPP. SIDE OF EACH RAFTER OR TRUSS 3-8d COMMON PER JOIST, TOE NAIL 3-10d COMMON FACE NAIL 3-10d COMMON 3-10d COMMON TOE NAIL SPACING AND LOCATION ROOF WALL 8. STUD TO STUD(NOT AT BRACED WALL PANELS) 16d COMMON 24" o.c. FACE NAIL 9. STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL CORNERS ( AT BRACED WALL PANELS) 16d COMMON 16" o.c. FACE NAIL 10. BUILT-UP HEADER( 2" TO 2" HEADER WITH 1/2" SPACER) 16d COMMON 16" o.c. FACE NAIL 11. CONTINUOUS HEADER TO STUD 4-8d COMMON TOE NAIL 12. TOP PLATE TO TOP PLATE 16d COMMON 16" o.c. FACE NAIL 13. DOUBLE TOP PLATE SPLICE 8-16d COMMON FACE NAIL ON EA. SIDE OF END JOINT (MINIMUM 24" LAP SPLICE LENGTH EA. SIDE OF END JOINT) 14. BOTTOM PLATE TO JOIST, RIM JOIST,BAND JOIST OR BLOCKING(NOT AT BRACED WALL PANELS) 16d COMMON 15. BOTTOM PLATE TO JOIST, RIM JOIST,BAND JOIST OR BLOCKING(AT BRACED WALL PANELS) 2-16d COMMON 20. 1"x8" AND WIDER SHEATHING TO EACH BEARING. FACE NAIL 19. 1"x 6" SHEATHING TO EACH BEARING. 2-8d COMMON FACE NAIL 18. 1" BRACE TO EACH STUD AND PLATE. 2-8d COMMON FACE NAIL 17. TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS. 2-16d COMMON FACE NAIL 16. TOP OR BOTTOM PLATE TO STUD. 2-16d COMMON NAILING SCHEDULE END NAIL 3-8d COMMON 16" o.c. FACE NAIL 16" o.c. FACE NAIL WAITING PERIOD FOR CONCRETE SLABS-ON-GRADE PRIOR TO START OF CONSTRUCTION IS AS FOLLOWS: a. DO NOT WALK ON SLAB UNTIL 24 HOURS AFTER CONCRETE HAS BEEN POURED. b. BEGIN WALL FRAMING 4-5 DAYS AFTER CONCRETE POURED. c. BEGIN ROOF/FLOOR FRAMING 7-10 DAYS AFTER CONCRETE POURED. d. DO NOT LOAD ROOF PRIOR TO 14 DAYS AFTER CONCRETE POURED. ALL GRADE BEAMS SHALL BE POURED MONOLITHICALLY FOR THEIR ENTIRE LENGTH. SEE ARCHITECTURAL PLANS FOR LOCATIONS OF SLAB SLOPES, DEPRESSIONS, CURBS, DRAINS, NON-STRUCTURAL PARTITIONS AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL PLANS. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED WITH NON-EXPANSIVE SOIL BUT NOT BEHIND RETAINING WALLS BEFORE CONCRETE OR MASONRY ATTAINS ITS FULL DESIGN STRENGTH. REMOVE LOOSE SOIL AND STANDING WATER FROM FOUNDATION EXCAVATIONS PRIOR TO PLACING CONCRETE. WHERE NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE, THE EXISTING CONCRETE SHALL BE ROUGHENED TO A MINIMUM 1/4" AMPLITUDE. ALUMINUM CONDUIT, ALUMINUM SLEEVES AND ALUMINUM EMBEDS ARE NOT PERMITTED IN CONCRETE. ALL CONDUITS SHALL BE PLACED WITHIN THE MIDDLE ONE-THIRD OF THE SLAB THICKNESS. THE MAXIMUM SIZE OF CONDUITS SHALL BE 1 1/4" DIAMETER AND SHALL BE SPACED NO CLOSER (TO EACH OTHER OR REINFORCING STEEL) THAN 4 INCHES UNLESS PRIOR APPROVAL IS OBTAINED FROM THE E.O.R. 3. 4. 5. 6. 7. 8. 9. ALL HOLDOWNS AND POST ANCHORS SHALL BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION. 10. 11.FOUNDATION 1. FOOTINGS SHALL BEAR ON NATIVE SOIL THE CBC CHAPTER 18 SHALL BE FOLLOWED AND SHALL BE CONSIDERED MINIMUM REQUIREMENTS UNLESS MORE STRINGENT REQUIREMENTS ARE PRESENTED IN THE SPECIFICATIONS OR ON THE DRAWINGS. 2. SHEET NO. SHEET TITLE S-0.10 GENERAL NOTES & REQUIREMENTS S-0.11 S-1.0 FOUNDATION PLAN S-2.0 FLOOR FRAMING PLAN SD1.0 STRUCTURAL DETAILS S-0.20 TYPICAL DETAILS GENERAL NOTES & REQUIREMENTS NO. 1 2 3
4 5
6 FLOOR 21. JOIST TO SILL, TOP PLATE OR GIRDER. 3-8d COMMON TOE NAIL 22. RIM JOIST, BAND JOIST OR BLOCKING TO SILL OR TOP PLATE 8d COMMON 6" o.c. TOE NAIL 23. 1"x6" SUBFLOOR OR LESS TO EACH JOIST. 2-8d COMMON FACE NAIL 24. 2" SUBFLOOR TO JOIST OR GIRDER. 2-16d COMMON BLIND AND FACE NAIL 25. 2" PLANKS (PLANK & BEAM-FLOOR & ROOF). AT EACH BEARING, FACE NAIL. 26. BUILT-UP GIRDERS AND BEAMS, 2-INCH LUMBER LAYERS. 20d COMMON 32" O.C. FACE NAIL AT TOP AND BOTTOM STAGGERED ON OPPOSITE SIDES. AND: 2-20d COMMON FACE NAIL AT ENDS AND AT EACH SPLICE. 27. LEDGER STRIP SUPPORTING JOISTS OR RAFTERS. 3-16d COMMON EACH JOIST OR RAFTER, FACE NAIL 29. BRIDGING OR BLOCKING TO JOIST. 2-8d COMMON EACH END, TOE NAIL 2-16d COMMON 28. BAND OR RIM JOIST TO JOIST. 3-16d COMMON END NAIL UNDER THE SUPERVISION OF: Sheet Number:

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A
T 1 (800) 422-4133. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA P.N.: 2.1000.03 NO. DATE BY DESCRIPTION APPROV. REVISIONS DESIGNED BY: DRAWN BY: CHECKED BY: DATE: M.T. M.T. S.W. 01/04/2026 S-0.10 GENERAL NOTES & REQUIREMENTS

PREFABRICATED OR SPECIALTY ITEMS AND THEIR COMPONENTS, WHICH ARE INDICATED BY THE STRUCTURAL DRAWINGS TO BE DESIGNED BY OTHERS, MAY BE SUBMITTED TO THE ARCHITECT AND/OR E.O.R. FOR REVIEW AS A DEFERRED SUBMITTAL PROVIDED THAT SUCH SUBMITTAL IS AUTHORIZED BY THE BUILDING DEPARTMENT. DEFERRED SUBMITTALS REQUIRED TO BE SUBMITTED TO THE E.O.R. SHALL INCLUDE BUT NOT BE LIMITED TO: STRUCTURAL STEEL TO BE SUPPLIED DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH AISC SPECIFICATIONS. NON-SHRINK GROUT BENEATH COLUMN BASES OR BEARING PLATES SHALL BE 5000 PSI(MIN.) NON-SHRINK SHALL BE INSTALLED IMMEDIATELY AFTER COLUMN IS PLUMBED. CONTRACTOR SHALL NOT LOAD COLUMN ANCHOR BOLTS UNDER PLACEMENT OF NON-SHRINK GROUT WITHOUT TAKING APPROPRIATE MEASURES TO PREVENT BUCKLING OF ANCHOR BOLTS UNDER CONSTRUCTION LOADS. CONTINUOUS AND PERIODIC SPECIAL INSPECTION IS REQUIRED FOR THE WORK AS DESCRIBED IN IBC/CBC CHAPTER 17, SEE INSPECTION SCHEDULE BELOW, ONLY CHECKED ITEMS ARE REQUIRED. APPROVAL BY THE INSPECTOR DOES NOT MEAN APPROVAL OF FAILURE TO COMPLY WITH THE PLANS OR SPECIFICATIONS, ANY DETAIL THAT FAILS TO BE CLEAR OR IS AMBIGUOUS MUST BE REFERRED TO THE STRUCTURAL ENGINEER FOR INTERPRETATION OR CLARIFICATION. SPECIAL INSPECTION PER AISC 360 / AISC 341 IS REQUIRED FOR ALL STRUCTURAL STEEL WELDING, BOLTING. STRUCTURAL WOOD, PERIODIC SPECIAL INSPECTION IS REQUIRED FOR WOOD SHEARWALLS, SHEAR PANELS, AND DIAPHRAGMS, INCLUDING NAILING, BOLTING, ANCHORING, AND OTHER FASTENING OF COMPONENTS OF THE SEISMIC FORCE RESISTING SYSTEM, INCLUDING WOOD SHEARWALLS, WOOD DIAPHRAGMS, DRAG STRUTS, BRACES, SHEAR PANELS, AND HOLD-DOWNS, EXCEPTION: SPECIAL INSPECTION IS NOT REQUIRED FOR WOOD SHEARWALLS, SHEAR PANELS AND DIAPHRAGMS, INCLUDING NAILING, BOLTING, ANCHORING AND OTHER FASTENING TO OTHER COMPONENTS OF THE SEISMIC FORCE RESISTING SYSTEM, WHERE THE FASTENER SPACING OF THE SHEATHING IS MORE THAN 4 INCHES ON CENTER. INSPECTIONS SHALL BE PERFORMED BEFORE COVERING. 1. 1. 1. SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS. SHOP DRAWINGS ARE REVIEWED ONLY FOR GENERAL COMPLIANCE WITH THE STRUCTURAL DRAWINGS. DESIGN ACCURACY OF SUCH PRODUCT, DIMENSIONS AND QUANTITY OF THE PRODUCT IS NOT REVIEWED BY E.O.R. RESPONSIBILITY FOR CORRECTNESS SHALL REST WITH THE CONTRACTOR. ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM CONTRACT DRAWINGS SHALL BE CLOUDED. ANY OF THE AFOREMENTIONED SHALL NOT BE CONSIDERED APPROVED AFTER ENGINEER'S REVIEW UNLESS SPECIFICALLY NOTED ACCORDINGLY. 3. 2. PROVIDE THE FOLLOWING MATERIALS FOR STRUCTURAL STEEL, UNO: ROLLED WIDE FLANGE SECTIONS HOLLOW STRUCTURAL SECTIONS (HSS), SQUARE AND RECT. ASTM A992 (Fy = 50 ksi) ASTM A500, GR.B (Fy = 46 KSI) STEEL PIPE ASTM A53, GR B (Fy=35 KSI) HOLLOW STRUCTURAL SECTION (HSS), ROUND ASTM A500, GR. B (Fy=42 KSI) HP SECTIONS ASTM A572, GR.50 (Fy=50 KSI) PLATES, ANGLES, CHANNELS & TEES ASTM A36 MACHINE BOLTS ASTM A307 HIGH STRENGTH BOLTS ASTM A325, Type N, A490 WELDED HEADED STUDS ASTM A108 / A1044 HOLES FOR BOLTS SHOULD BE DRILLED OR PUNCHED & SHALL BE 1/16" LARGER THAN BOLT DIAMETER. ALL STRUCTURAL WELDING PROCEDURES AND MATERIALS SHALL CONFORM TO BUILDING CODE, CHAPTER 22. ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS. ALL TESTING AND INSPECTION OF SHOP AND FIELD WELDING OPERATIONS SHALL BE MADE BY A CERTIFIED WELDING INSPECTOR WHICH ARE APPROVED BY THE BUILDING OFFICIAL. 3. 4. 5. WELDING SHALL CONFORM THE LATEST EDITION OF AWS D1.1 AND SHALL USE EITHER THE SHIELDED OR FLUX CORE METHODS. ELECTRODES USED SHALL BE E70XX, E71-T8 OR E70-T6. ALL WELDING SHALL BE PERFORMED BY QUALIFIED AND CERTIFIED WELDERS. 6. ALL FABRICATIONS SHALL BE DONE IN A SHOP OF AN APPROVED AND LICENSED FABRICATOR BY AISC AND/OR LOCAL JURISDICTION. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 7. MASONRY WORK SHALL CONFORM TO ALL REQUIREMENTS OF TMS 402/602-22, "BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY STRUCTURES" AND CBC 2104. 1.2. MIN. SPECIFIED COMPRESSIVE STRENGTH SHALL BE f'm = 2000 PSI, UNO ON THE PLANS. CEMENT: ASTM C-150, LOW ALKALI, TYPE I OR II PORTLAND CEMENT. (MASONRY CEMENT AND PLASTIC CEMENT SHALL NOT BE USED). 3. MORTAR: A. CONFORMING TO ASTM C-270, TYPE S. B. MIX PROPORTIONS SHALL CONFORM TO ASTM C-270. C. AGGREGATES SHALL CONFORM TO ASTM C-144. 4. GROUT: A. CONFORMING TO ASTM C-476. B. ATTAINS THE MASONRY COMPRESSIVE STRENGTH f'm OR 2000 PSI AT 28 DAYS, WHICHEVER IS GREATER. C. MIX PROPORTIONS SHALL CONFORM TO ASTM C-476. D. AGGREGATES SHALL CONFORM TO ASTM C-404. E. USE COARSE GROUT IN GROUT SPACES 2 INCHES OR MORE IN WIDTH AND IN CELLS TO BE GROUTED SOLID. 5. PRISM TEST SHALL BE PERFORMED FOR MASONRY WITH f'm OVER 2000 PSI AS DESCRIBED IN TMS 602 SECTION 1.4B 6. VERTICAL REINFORCING SHALL BE FULL HEIGHT OF WALL AND SHALL BE BRACED AT 8'-0" MAXIMUM TO PREVENT MOVEMENT WHILE GROUTING. 7. HORIZONTAL REINFORCING SHALL BE IN BOND BEAM UNITS AND TIED SECURELY TO VERTICAL REINFORCING. 8. DOWELS, ANCHORS, AND OTHER EMBEDDED ITEMS SHALL BE TIED SECURELY IN PLACE TO PREVENT MOVEMENT WHILE GROUTING, WET SETTING OR STABBING IS NOT ALLOWED. 9. MAXIMUM GROUT LIFTS SHALL NOT EXCEED 8'-0" AND CLEANOUTS AT THE BOTTOM OF ALL CELLS SHALL BE USED UNLESS THE LIFT IS 5'-4" OR LESS, THE CLEANOUTS SHALL BE SEALED BEFORE GROUTING. GROUT FOR EACH POUR SHALL BE STOPPED 1 1/2" BELOW THE TOP OF A BLOCK COURSE EXCEPT AT TH FINAL COURSE. ALL GROUT SHALL BE THOROUGHLY CONSOLIDATED BY VIBRATING IMMEDIATELY AFTER PLACING. SHAKING OR RODDING REBAR IS NOT ALLOWED. FILL ALL CELLS WITH GROUT. 10. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE SAFETY OF LIFT HEIGHT FOR OPEN ENDED OR FIELD MODIFIED BLOCKS. 11. THE SHOP DRAWINGS DO NOT SUPERSEDE OR REPLACE THE ORIGINAL CONTRACT DRAWINGS. ANY ENGINEERING PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE SEAL OF AN APPROPRIATELY REGISTERED ENGINEER. ENGINEERING SYSTEM SOLUTIONS SHALL NOT BE RESPONSIBLE FOR THE ADEQUACY OF ENGINEERING DESIGNS PERFORMED BY OTHERS. 4. 5. SHOP DRAWINGS SHALL REFERENCE DATE AND DELTA (IF ANY) OF CONTRACT DRAWINGS. ALL DEFERRED SUBMITTALS SHALL INCLUDE CALCULATIONS AND DRAWINGS PREPARED IN ACCORDANCE WITH ALL APPLICABLE BUILDING CODES AND STAMPED BY AN APPROPRIATELY LICENSED PROFESSIONAL ENGINEER. SUBMITTALS SHALL SHOW LOCATION AND MAGNITUDE OF LOADS, SIZE AND CONFIGURATIONS OF MEMBERS, AND COMPATIBILITY WITH THE PRIMARY STRUCTURAL SYSTEM. 2. CONTRACTOR RESPONSIBLE FOR CONSTRUCTION OF A WIND OR SEISMIC FORCE RESISTING SYSTEM/COMPONENT LISTED IN THIS STATEMENT OF SPECIAL INSPECTION SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON SUCH A SYSTEM OR COMPONENT PER SEC 1704.4. WHERE FABRICATION OF MEMBERS AND ASSEMBLIES IS PERFORMED ON THE PREMISES OF A FABRICATOR'S SHOP, SPECIAL INSPECTION OF THE FABRICATED ITEMS SHALL BE REQUIRED BY THIS SECTION, UNLESS THE FABRICATOR IS REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION, APPROVAL SHALL BE BASED UPON REVIEW OF THE FABRICATOR'S WRITTEN PROCEDURAL AND QUALITY CONTROL MANUALS AND PERIODIC AUDITING OF FABRICATION PRACTICES BY AN APPROVED SPECIAL INSPECTION AGENCY, AT COMPLETION OF FABRICATION, THE APPROVED FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE BUILDING OFFICIAL STATING THAT THE WORK WAS PERFORMED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL BE RESPONSIBLE OF VERIFYING APPROVAL OF FABRICATOR. 2. 3. 4. 5. 6. STRUCTURAL STEEL 8. WELDS IDENTIFIED AS REQUIRING CONTINUOUS OR PERIODIC INSPECTIONS NEED NOT TO HAVE CONTINUOUS SPECIAL INSPECTION WHEN THE WELDING IS PERFORMED IN AN APPROVED FABRICATOR'S SHOP. FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE IN ACCORDANCE WITH CBC SECTION 1704.2. 9. ALL FULL PENETRATION GROOVE WELDS FOR MOMENT CONNECTIONS SHALL BE ULTRASONICALLY INSPECTED BY AN APPROVED TESTING AGENCY AND SHALL CONFORM TO THE LATEST EDITION OF AWS D1.1, SECTIONS 5 & 6. 10. STEEL FABRICATOR SHALL VERIFY ALL DIMENSIONS WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS AND COORDINATE WITH MECHANICAL DRAWINGS AND SUB-CONTRACTOR FOR SIZE, LOCATION OF ALL MECHANICAL UNITS AND OPENINGS. 11. ALL MISC. FILLET WELDS NOT NOTED, INCLUDING THOSE FOR STIFFENERS, MISC. PLATES, ETC. SHALL BE PER AISC 360, TABLE J2.4. 12. WELDED MEMBERS AND CONNECTIONS IN THE SEISMIC LOAD RESISTING SYSTEM SHALL BE SUBJECT TO AWS D1.8 REQUIREMENTS. 13. NUTS ASTM A563 ANCHOR RODS/BOLTS ASTM F1554, GR. 36 OR 55 MASONRY STRUCTURAL MASONRY SHALL BE HOLLOW, MEDIUM WEIGHT(115 PCF), LOAD BEARING CONCRETE MASONRY UNIT CONFORMING TO CBC 2103.1. BLOCK TEST DATA BY A CERTIFIED LAB. SHALL BE PROVIDED TO THE E.O.R FOR REVIEW. 12. ALL MASONRY BLOCK CONSTRUCTION SHALL BE PLACED IN RUNNING BOND METHOD WITH ALL VERTICAL CELLS IN ALIGNMENT, TYP. 13. 14. LAP REINFORCING BARS PER TYPICAL MASONRY LAP SCHEDULE, U.N.O. MECHANICAL, ELECTRICAL AND PLUMBING PENETRATION SHALL COMPLY WITH: A. DO NOT CUT ANY REINFORCING THAT MAY INTERFERE WITH ANY PENETRATIONS. INSTALL SLEEVES AS REQUIRED PRIOR TO GROUTING OF CELLS. B. NO PENETRATION SHALL BE CORED WITHOUT PRIOR APPROVAL FROM E.O.R. C. CONDUITS AND PIPING PARALLEL TO PLANE OF WALL MAY NOT BE EMBEDDED IN WALL D. PENETRATION AT LINTELS, PILASTERS AND JAMBS ARE ONLY PERMITTED AS SHOWN OR SPECIFICALLY DETAILED. NO OTHER PENETRATION IS ALLOWED. 15. STATEMENT OF SPECIAL INSPECTION: SUBMITTALS AND SHOP DRAWINGS THE SPECIAL INSPECTOR SHALL BE A QUALIFIED INDIVIDUAL WHO WILL DEMONSTRATE COMPETENCE, AND KNOWLEDGE TO THE BUILDING OFFICIAL, FOR THE SPECIFIC TYPE OF SPECIAL INSPECTION REQUIREMENT REQUIRED PER SCHEDULE BELOW. 7. 8. WOOD SPECIAL INSPECTIONS SHALL BE PER CBC SECTION 1705.5. SPECIAL INSPECTIONS FOR WIND AND SEISMIC RESISTANCE SHALL BE PER SECTION 1705.12 AND 1705.13 RESPECTIVELY. 9.REQ'D(?)STATEMENT OF SPECIAL INSPECTIONS (ONLY INDICATED ITEMS ARE REQUIRED) INSPECTION ITEMS SPECIAL INSPECTORS (NAME, PHONE#, REGISTRATION#) STRUCTURAL STEEL (1705.2.1) STEEL FRAME JOINT DETAILS COLD-FORMED STEEL DECK (1705.2.3) OPEN-WEB STEEL JOISTS AND JOISTS GIRDERS (1705.2.4) REINFORCING STEEL AND PRE-STRESSING STEEL TENDONS SHOTCRETE (CURING TEMPERATURE, DESIGN MIX, PLACEMENT, STRENGTH ETC. PER TABLE 1705.3) COLD-FORMED STEEL TRUSSES SPANNING >= 60 FT (1705.2.5) CONCRETE CONSTRUCTION (DESIGN MIX, FORMWORK, PLACEMENT, ETC. PER TABLE 1705.3) (SEE 1705.3 EXCEPTIONS) STRUCTURAL WELDING/REBAR WELDING ALL MASONRY CONSTRUCTION (1705.4) WOOD FOR HIGH LOAD DIAPHRAGMS (1705.5.1) METAL-PLATE-CONNECTED WOOD TRUSSES SPANNING >=60 FT (1705.5.2) SOILS (EXCAVATION, FILL, ETC. PER 1705.6) (SEE 1705.6 EXCEPTIONS) DRIVEN PILES PER 1705.7 CAST IN PLACE PILES PER 1705.8 HELICAL PILE FOUNDATIONS PER 1705.9 ERECTION OF PRE- CAST CONCRETE MEMBERS BOLTS INSTALLED IN CONCRETE HIGH STRENGTH BOLTING/MATERIAL VERIFICATION WOOD DIAPHRAGM AND SHEAR WALLS* *: FOR STRUCTURAL OBSERVATION OF WOOD DIAPHRAGMS AND SHEAR WALLS, CONTACT E.O.R. FOR SCHEDULE. YES EPOXY/ POST INSTALLED ANCHORS UNDER THE SUPERVISION OF: Sheet Number: ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA P.N.: 2.1000.03 NO. DATE BY DESCRIPTION APPROV. REVISIONS DESIGNED BY: DRAWN BY: CHECKED BY: DATE: M.T. M.T. S.W. 01/04/2026 S-0.11 GENERAL NOTES & REQUIREMENTS

4 2
3 5
6 1
7 11
12 8
9 13 10

SHEAR WALL FRAMING ELEVATION

CONCRETE FLOOR

CONDITION

WOOD FLOOR

CONDITION
1'
MIN. PARTIAL SHEET AT
WALL END ONLY 1' MIN. WHERE REQ'D 7" MIN.

STAGGER HORIZ. PANEL

JOINTS, TYP OR USE

FULL HEIGHT SHEETS

WHERE POSSIBLE

FULL SIZE

PLYWOOD
SHEET TYP.

U.O.N.

HEADER

PER PLAN

EDGE NAIL TO

HOLD DOWN

END POST
ANCHOR

BOLTS PER

SHEAR WALL

SCHEDULE

EDGE NAIL

TO SILL

BLK'G AT

PANEL EDGES

SAME SIZE AS

PANEL EDGE

STUD WITH
STAGG. E.N.

FIELD NAILING
@12" O.C.

EDGE NAIL AT

PANEL EDGES
TYP. STUDS

PLYWOOD

FACE GRAIN

PARALLEL

TO STUD

EDGE NAIL TO

SOLE PLATE

SOLE PLATE

NAILING
A35 PER

SHEAR WALL

SCHEDULE
NOTES:

1. PROVIDE STAGGERED NAILING AT ALL PANEL EDGES.

2. STUDS ARE SPACED @ 16" O.C. MAX. U.O.N.

3. PROVIDE 1/8" GAP BETWEEN ADJACENT PANELS.

EDGE NAIL TO

TOP PLATES

STAGGER NAILS

EDGE NAIL AT ALL

VERTICAL PANEL
SPLICES (STAGG.).

POST SIZE AT SPLICE

PER SHEAR WALL
SCHEDULE NOTES.

TYPE HOLDOWN

WHERE OCCURS
2x TRIMER W/
16d @ 6" O.C.

TO KING STUD

DOUBLE SILL

IF OPENING
=8'-0" OR

GREATER

FRAMING AT NON BEARING WALLS

NON BEARING WALLS

FLOOR JOIST

PER PLAN

SIMPSON
Z CLIP EA. END
2X BLOCKING
@16" O.C.

SIMPSON
Z CLIP EA. END
2X BLOCKING
@16" O.C.

WALL PARALLEL TO JOIST

WALL PERPENDICULAR TO JOIST

NON BEARING WALLS

PROVIDE DOUBLE

JOISTS UNDER NON

BEARING WALLS

NON BEARING WALLS

PROVIDE FULL

HEIGHT BLK'G

UNDER NON

BEARING
WALLS
2x SAWN
LUMBER
1 3/4"

ENGINEERED
LUMBER
WEB

STIFFENER

WALL PARALLEL TO JOIST OPTION
NOTES:

1. NAILS SHALL BE DRIVEN TIGHT BUT SHALL NOT FRACTURE
SURFACE OF SHEATHING.

2. PLYWOOD OSB PIECES SHALL CONTAIN NOT LESS THAN 8 SQ. FT.

NOR BE LESS THAN 2-0" WIDE.

3. MAXIMUM UNSUPPORTED SHEATHING TO BE 24".

4. FRAMING AT ADJOINING PANEL EDGE SHALL BE 3" NOMINAL OR WIDER AND NAILS AT ALL PANEL EDGES SHALL BE STAGG. WHERE PANEL EDGE NAILING IS SPECIFIED AT 2 1/2" 0.C. OR LESS.

5. ALL PANEL EDGES OF THE FLOOR SHEATHING SHALL HAVE
APPROVED T AND G JOINTS OR SHALL BE SUPPORTED BY BLK'G.

PER IBC/CBC TABLE 2304.8 (3) FOOTNOTE D.

6. DIAPHRAGM BOUNDARY SHALL BE SUPPORTED BY FRAMING
MEMBERS WITH BOUNDARY NAILING.

SECTION A-A
PLAN 1/8"
GAP
4'-0"x8-0" SHEETS,
STAGG. AS SHOWN

FIELD NAILING

SHEATHING

EDGE NAILS
2x MIN.

FRAMING

DIRECTION OF FACE

GRAIN PERPENDICULAR

TO SUPPORT

DISCONTINUOUS EDGE
W/2x MIN. FRAMING
BLK'G.

CONT. EDGE W/2x MIN.

BLK'G. AT BLOCKED

DIAPHRAGM

JOIST PER PLAN
CONT. EDGE W/O BLK'G.

EDGE NAILING @ UNBLK'G. DIAPHRAGM
STAGG.

A A

PANEL JOINT

ROOF OR FLOOR SHEATHING LAYOUT

BOUNDARY NAILING
1/2"
3D
MAX.

L/3 MIN.

D
MIN. D/4 MAX. 2" MIN 2" MIN D/5 MAX.

D
℄ JOIST

AND HOLE
NOTE:

1. D = DEPTH OF JOIST OR BEAM
D1= STUD WIDTH
L = CLEAR SPAN

2. PERDRILL CORNERS OF NOTCHES

3. NOTCH MAY OCCUR TOP OR BOTTOM, NOT BOTH.

4. NOTCHES AND HOLES ARE NOT ALLOWED IN CANTILEVER PORTION OF JOISTS.

5. MAX. ALLOWED IS A COMBINATION OF TWO NOTCHES AND/OR HOLES IN L/3 SPAN. D/6 MAX.

RAFTER,

JOIST OR
BEAM

DRILLING HOLES AND NOTCHING OF THE JOIST
INTERSECTION w/ POST INTERSECTION w/o POST
OUTSIDE CORNER w/ POST OUTSIDE CORNER w/o POST
NOTE: SEE FRAMING PLAN FOR SHEAR WALL LOCATIONS,

ORIENTATIONS AND SCHEDULE REFERENCES
16d @ 12" O.C.

FOR 2x STUD
20d @ 6" O.C.

FOR 3x STUD

PLYWOOD AT

DOUBLE-SIDED WALL

POST AT PER PLAN
16d @ 12" O.C.

POST AT PER PLAN
2x OR 3x STUD AS
REQ'D., TYP. PER
S.W. SCHED.

PLY. CONT. THRU

WALL INTERSECTION

ATDOUBLE-SIDED
WALL
16d @ 12" O.C.

FOR 2x STUD
20d @ 6" O.C.

FOR 3x STUD
DOUBLE 2x, MIN.
16d @ 12" O.C.

SHEAR WALL/ INTERSECTION

DOUBLE STUDS
16d @24"
O.C. TYP.

WALL INTERSECTION

DOUBLE TOP PLATES

SILL PLATE
NOTE :

WHERE NOTCH IS GREATER THAN 1" PROVIDE 10 GA STRAP
W/ WIDTH SAME AS DBL TOP PL.TOP PL OF SHEAR WALLS
SHALL NOT BE NOTCHED UNLESS SPECIFICALLY DETAILED.

NOTE :

WHERE DEPTH OF NOTCH "B" OS GREATER THAN D/5 PROVIDE
ANCHOR BOLT EA SIDE OF NOTCH PER END REQUIREMENT. NO
MORE THAN ONE NOTCH IS PERMITTED IN EVERY 12'-0" @

SHEAR WALL
5" MIN.
9" MAX.
5" MIN.
9" MAX.
5" MIN.
9" MAX.
2D
MIN.

D D/2 D/2
"B"
8" MAX
@ SHEAR WALL "B" D/3
8) 16D SIDE OF
NOTCH (4PL)
5"
3"
NOTCH MAX. 5" D/2 MAX.
2D
MIN. D/3 D/2 D/2 D

DRILLED HOLE

END OF SILL PL

END OF SILL PL

PLATE NOTCH AT NON SHEAR WALL

NON BEARING STUDS BEARING STUDS
NOTES:

1. NOTCHING AND BORING SHOULD NOT

OCCUR IN SAME STUD SECTION

2. NO MORE THAN TWO SUCCESSIVE
DOUBLE STUDS MAY HAVE 60% MAX

BORING HOLES
5/8" MIN.

DISTANCE TYP.

ALL STUD
5/8" MIN.

DISTANCE TYP.

ALL STUD
1-1/2"
1-1/2"
40% MAX. STUD

WIDTH NOTCH
60% MAX.

STUD

WITH BORE

NOTCH SCHEDULE
25%
40%
60%
7/8"
1-3/8"
2"
2 x 4
% OF STUDS

NOTCH/BORE
1-3/4"
2-1/8"
4-1/4"
2 x 8
60% MAX.

STUD

WITH BORE

STUD NOTCHING/BORING LIMITS
1-3/8"
2-1/8"
3-1/4"
2 x 6

POST SEE PLAN
OR SOLID BLK'G.

SEAT ON HEADER
(2)2x TOP PL'S

PROVIDE FULL
WIDTH BLK'G.

UNDER POST
ABOVE

JOIST SEE PLAN

FOR DIRECTION

POST SEE PLAN
SIMP. A34

EACH SIDE
2x SOLE PL.

PLYWOOD SHEATHING

SEE PLAN

BLOCKING AT POSTS/TRIMMERS
1/2"
MAX.

NOTES: 1. INSTALL SOLE PLATE ANCHORAGE AS SHOWN AND AT

SPACING INDICATED IN WOOD SHEARWALL BASE
CONNECTION SCHEDULE.

2. STAGGER ANCHORS AT DOUBLE SIDE OF SHEARWALL

SHEARWALL

WHERE OCCURS

SOLE PLATE

ANCHORAGE

PER SHEARWALL

SCHEDULE
1/2"
MAX.

SHEARWALL WHERE OCCURS

CONCRETE SLAB

PLATE WASHER

0.229"x3"x3"-
MIN.
@SHEARWALL APPLICABLE @SHEARWALL NOTE 2
APPLICABLE NOTE 2

WOOD SHEARWALL SILL PLATE ANCHORAGE

SPLICE LENGTH OF REINFORCEMENT

CLASS B REBAR TENSION SPLICE LENGTH
(PROVIDED CONCRETE COVER, CLEAR BAR SPACING AND TRANSVERSE REINFORCEMENT ARE IN COMPLIANCE WITH ACI 318-19, CHAPTER 25)
f'c 2500 PSI NORMAL WEIGHT CONCRETE 3000 PSI NORMAL WEIGHT CONCRETELOCATION *TOP BARS AND HORIZONTAL

WALL STEEL

OTHER BARS
*TOP BARS AND HORIZONTAL

WALL STEEL

OTHER BARS
Fy
40 60
40 60
40 60
40 60
3 4 5 6 7 8 9 10 11

SPLICE LENGTH IN INCHES
20 27 34 41 59 68 76 86 95
30 41 51 61 89 101 114 129 143
16 21 26 31 46 52 59 66 73
23 31 39 47 68 78 88 99 110
19 25 31 37 54 62 70 78 87
28 37 46 56 81 93 104 118 131
14 19 24 28 42 47 54 60 67
21 28 36 43 62 71 80 90 100

REBAR TENSION SPLICE LENGTH
(PROVIDED MASONRY COVER, CLEAR BAR SPACING AND TRANSVERSE REINFORCEMENT ARE IN COMPLIANCE WITH ACI 530-13, SECTION 9.3.3.3 )
fy f'm
1500
3 4 5 6 7 8 9

SPLICE LENGTH IN INCHES
19 34 45 54 63 72 81
18 30 45 54 63 72 81
18 26 41 54 63 72 81
18 24 38 54 63 72 81

BAR SIZE
(psl) (psl)
2000
2500
3000
60000
PARTITION WALL (NON-BEARING/ NON-SHEARWALL) 1/2" GAP

FLOOR LINE
H

TOP OF PARTITION
PARALLEL TO JOISTS 1/2" GAP

FLOOR LINE

H TOP OF PARTITION

PERPENDICULAR TO JOISTS
1/2" GAP
TOP OF PARTITION TO CONC. SLAB 1/2" GAP
4x W/ 1/2" Ø HILTI
KH-EZ @48" O.C.

W/ 5" EMBED EA SIDE
DBL. TOP PLATES

CEILING WHERE
OCCURS

SLAB PER PLAN
2-16d TOE NAIL
2x4 FLAT @
48" O.C.

DBL. TOP PLATES
2x6 BRACING W/ (3)16d EA
END @ 8'-0" WHERE WALL IS:
2x4 AND H> 14'-0"
2X6 AND H> 22'-0"
PROVIDE 2x6 CONT. @

MIDSPAN WHERE BRACE
EXCEEDS 6'-0" W/(2) 16d CEILING WHERE
OCCURS

SIMPSON

DTC (SLOT

VERTICAL) AT

EA JOIST OR
RAFTER
DBL. TOP
PLATES

CEILING WHERE
OCCURS

SIMPSON DTC
(SLOT VERTICAL)
CLIP @ EA RAFTER

CEILING WHERE
OCCURS

SIMPSON STCT CLIP
(SLOTS VERTICAL) WHERE
REQUIRED @ EA RAFTER

TRUSS BOTTOM

CHORD OR

ROOF JOIST

TRUSS BOTTOM

CHORD OR

ROOF JOIST

TRUSS BOTTOM

CHORD OR

ROOF JOIST

TYPICAL JOIST HEADOUT DETAIL

JOIST HANGER

PER PLANS
BEYOND

FLOOR JOIST

PER PLAN
12" WEB STIFFENER

EACH SIDE

JOIST HANGER PER PLAN

EACH SIDE

SOLID BLOCKING

HEADOUT JOIST

I JOIST OPTION

JOIST HANGER

PER PLANS
BEYOND

FLOOR JOIST

PER PLAN

JOIST HANGER PER PLAN

EACH SIDE

SOLID BLOCKING

HEADOUT JOIST

SOLID JOIST OPTION
UNDER THE SUPERVISION OF: Sheet Number:

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT

SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
P.N.: 2.1000.03
NO. DATE BY DESCRIPTION APPROV.

REVISIONS
DESIGNED BY:

DRAWN BY:

CHECKED BY: DATE:

M.T.

M.T.

S.W. 01/04/2026
S-0.20

TYPICAL DETAILS

FOOTING SCHEDULE
LEGEND

FOUNDATION NOTES

1. REFER TO SHEET S-0.10 FOR MORE INFORMATION.

2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING PREFABRICATED SHEAR WALLS

AND MATCH TOP PLATE HEIGHT AND WALL WIDTH AND NOTIFY ENGINEER OF RECORD IF DIFFERENT THAN PLANS.

3. TOP OF ALL EXTERIOR FOOTING, GRADE BEAM FOOTING, PAD FOOTING, OR FLAG POLE FOOTING TO BE MIN. 8" BELOW FINISH GRADE.

4. FOR NON-SHEAR WALLS, MASA/MASAP MUDSILL ANCHORS CAN BE USED IN LIEU OF ANCHOR BOLTS WITH END DISTANCE OF 4" MIN. PER ESR #2555.

5. FOR DOUBLE SHEAR PANEL TYPES SW3, SW4, SW5 USE MIN. 3X6 SILL PLATES U.N.O.

DENOTES HOLDOWN PER SCHEDULE

DENOTES PAD NUMBER PER SCHEDULE
DENOTES SLAB STEP PER ARCH. (VERIFY PRIOR TO CONSTRUCTION) CONV. FOUNDATION

DENOTES DETAIL SHEET NUMBER

DENOTES DETAIL NUMBER

SYMBOL PAD SIZE
3'-0" SQ. x 18" THICK
X
SDX

DENOTES SHEAR PANEL LENGTH

DENOTES PANEL TYPE, REFER TO SHEARWALL SCHEDULE
STEP

REINFORCEMENT
(4) #4 E.W.

X
X
X
X'-X"
PF3

DENOTES POST OR TRIMMER AS NOTED
#X DENOTES PAD NUMBER IN CALCULATIONS

DENOTES NEW

FOOTING

DENOTES NEW PAD

DENOTES EXISTING FOOTING

DENOTES EXISTING PAD
4'-6" SQ. x 18" THICK PF6 (6) #4 E.W.

UP
HSS7x7x1/4
HSS7x7x1/4
HSS5x5x1/4
PF3
#1
(E) CONC SLAB
(E)
(E)
(E)
(E)
(E)
(E)
2 SD1.0
3 SD1.0
3 SD1.0
1 SD1.0
PF6
#2
(E) PAD FOOTING, V.I.F.

PF3
#3
(E) PAD FOOTING, V.I.F.

UNDER THE SUPERVISION OF: Sheet Number:

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT

SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
P.N.: 2.1000.03
NO. DATE BY DESCRIPTION APPROV.

REVISIONS
DESIGNED BY:

DRAWN BY:

CHECKED BY: DATE:

M.T.

M.T.

S.W. 01/04/2026
S-2.0

FOUNDATION PLAN
SCALE : 3/16" = 1'-0"

FOUNDATION PLAN

FRAMING NOTES

1. REFER TO SHEET S-0.10 FOR MORE INFORMATION.

2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING PREFABRICATED SHEAR WALLS

AND MATCH TOP PLATE HEIGHT AND WALL WIDTH AND NOTIFY ENGINEER OF RECORD IF DIFFERENT THAN PLANS.

3. USP CONNECTORS CAN BE USED IN LIEU OF SIMPSON STRONG TIE IN THIS PROJECT. CONTACT E.O.R. FOR CONVERSION TABLE OR SUBMIT SHOP DRAWINGS TO E.O.R. FOR REVIEW AND APPROVAL.

4. USE USP " TFL " HANGERS FOR CONNECTION OF I-JOISTS TO OTHER FRAMING MEMBERS (U.N.O.) AND " JUS " HANGERS FOR CONNECTION OF SOLID JOISTS.

5. USE ST6224 STRAP FOR THE TOP PLATES SPLICE AT ALL FRAMING LEVELS (3B/SD2.0), UNO ON PLANS.

DENOTES POST OR TRIMMER AS NOTED
LEGEND
DENOTES BEAM NUMBER, REFER TO E.O.R. CALCULATIONS

FRAMING

DENOTES DIRECTION OF FRAMING MEMBER PER FRAMING SCHEDULE

DENOTES DETAIL SHEET NUMBER

DENOTES KEY NOTE NUMBER

DENOTES BEARING WALL

DENOTES POST OR TRIMMER FROM FLOOR ABOVE

DENOTES DETAIL NUMBER

DENOTES DROP BEAM OR HEADER PER PLAN

DENOTES FLUSH BEAM PER PLAN
X
X
X
X
SDX
X
X

DENOTES FRAMING ZONE DIVISION

FRAMING SCHEDULE

MARK MEMBER TYPE
FJ1 1 3/4" x 9 1/2" LVL FLOOR JOISTS @ 16" O.C.
(E) EXISTING FRAMING
UP
4 (E) W10x60 STL BM (V.I.F)
2 (E) W8x31 STL BM (V.I.F)
3 HSS7x7x1/4
HSS7x7x1/4
(E) POST
(E) POST
(E) POST
(E) POST
(E) POST
(E) POST
1 (N) W10x68 STL BM HSS5x5x1/4
6 FJ1 (E)
(E) (E)
(E) FLOOR FRAMING TO REMAIN
(E) FLOOR FRAMING TO REMAIN
4 SD1.0
5 SD1.0
7 SD1.0
6 SD1.0
6 SD1.0
5 SD1.0
6 SD1.0
(N) 12" CMU (E) CMU LINTEL (E) CMU LINTEL (E) CMU LINTEL (E) CMU LINTEL (E) CMU LINTEL (E) CMU LINTEL (E) W8x24 STL BM (V.I.F)
5 (E) W8x15 STL BM (V.I.F) (E) W8x18 STL BM (V.I.F)
(E) CMU
(E) CMU
S-2.0

FLOOR FRAMING PLAN
SCALE : 3/16" = 1'-0"
UNDER THE SUPERVISION OF: Sheet Number:

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT

SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
P.N.: 2.1000.03
NO. DATE BY DESCRIPTION APPROV.

REVISIONS
DESIGNED BY:

DRAWN BY:

CHECKED BY: DATE:

M.T.

M.T.

S.W. 01/04/2026

FRAMING PLAN

231 5 ISOLATED PAD FOOTING PAD REINFORCEMENT, SEE PLANS CENTERLINE OF POST AND PAD FOOTING POST IN WALL OR USE COLUMN BASE, SEE PLAN #4 DOWELS @ 18" O.C. EMBED MIN.12" INTO NEW FOOTING & MIN 6" INTO EXISTING SLAB.STAGGERED TO BOTH SIDES OF (E) SLAB. DRILL & EPOXY W/ SIMP. SET-3G EPOXY. (SPECIAL INSPECTION REQUIRED) [ICC ESR#4057] SAW CUT (E) SLAB, CHEAP CONC. SURFACE SEE PLANS 24" SQ. MIN. 24" MIN. BASE PLATE DETAIL 1/4 1/2" THICK BASE PLATE (SIZED TO MEET MIN. DIMENSIONS SHOWN) COL. PER PLAN (4) 5/8"x18" ANCHOR RODS TOP OF SLAB MAX 2" SLAB RECESS AS NEEDED 1'' THICK NON- SHRINK GROUT TYP. 1 1/2" TYP. 1" TYP. 1 1/2" TYP. 1" 1 1/2" TYP. 1" TYP.
10" Min.

WALL WIDTH

WALL WIDTH
8" MIN.

EMBED WALL WIDTH
1 1/2"
TYP. CONNECTION DETAIL STEEL PLATE DETAIL C.L. STEEL COLUMN PER PLAN (2) 5/8" DIAM. ALL THREAD 1/4" FILLET WELD STEEL COLUMN PER PLAN CONCRETE WALL PER PLAN 1/2" THICK BASE PLATE (SIZED TO MEET MIN. DIMENSIONS SHOWN) 1"
TYP.
1 1/2"
TYP.
1"
TYP. 1/2" THICK BASE PLATE CONNECTION DETAIL (E) FLOOR JOIST (E) FLOOR SHEATHING (N) 2x BLOCKING W/E.N. @48" O.C. W/(3)10d EA. SIDE TO ADJACENT MEMBER (E) FLOOR JOIST (E) STEEL BEAM PER PLAN (N) WEB FILLERS W/5/8" DIA. STUD BOLTS @ 24" O.C., EACH SIDE 4 CONNECTION DETAIL 1/4" GAP, MAX. 10" 2" 2" 1/4 1/2" BUILT UP SADDLE (2) 3/4" Ø THROUGH BOLTS "W" STEEL BM PER PLAN1/4 1/2" "W" STEEL BM PER PLAN 3/4" THK PLATE
8" 2" STEEL BEAM TO STEEL COLUMN 5/8" Ø STUD BOLTS @24" O.C. 2" 3/8" PLATE CAP 1/4 1/4 1/4 WEB STIFF. TO MATCH WEB THICKNESS EACH SIDE STEEL BEAM PER PLAN (4) 1/2" Ø BOLTS STEEL COLUMN PER PLAN 6 CMU WALL DETAIL #5 @ 8" O.C. VERT. 6" #4 @ 24" O.C. HORZ. 4" Ø BURRITO DRAIN TO DAYLIGHT 3x PTDF SILL w/ 5/8" Ø TITEN HD @ 16" O.C. RE- BUILT 2x STUD WALL (E) FOUNDATION MIN. 6" EMBEDMENT W/ SIMPSON SET-3G EPOXY (ESR #4057) 12" CMU SOLID GROUT f'm=2000psi EQ. EQ. SECTION A-A(N) CMU SEE BELOW (E) CMU (E) CMU 6" MIN. 24" MIN. #4 @ 24" O.C. HOR. MIN. 6" EMBEDMENT W/ SIMPSON SET-3G EPOXY (ESR #4057) 6" MIN. 24" MIN. AA F.G. PER GRADING 8"
MIN. NOTE: SPECIAL INSPECTION REQUIRED FOR TITEN HD (ICC-ESR#2713) E.N. 7 UNDER THE SUPERVISION OF: Sheet Number: ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA P.N.: 2.1000.03 NO. DATE BY DESCRIPTION APPROV. REVISIONS DESIGNED BY: DRAWN BY: CHECKED BY: DATE: M.T. M.T. S.W. 01/04/2026 SD1.0 STRUCTURAL DETAILS

1 PROTOTYPE UPDATE 1 FOR 2019 06/13/19
UNDER THE SUPERVISION OF: Sheet Number:

DESIGNED BY:

DRAWN BY:

CHECKED BY: DATE: Department of Public Works

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT

SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
iArch
iArch
iArch

INFRASTRUCTURE ARCHITECTS
100 Progress,Suite 110,Irvine,CA 92618
www.infrastructurearchitects.com
P.N.: 2.1000.03
NO. DATE BY DESCRIPTION APPROV.

REVISIONS
iARCH

CITY OF MONTEBELLO
115 South Taylor Ave. , Montebello , CA 90640

SENIOR CENTER RENOVATION
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT

MECHANICAL &

PLUMBING ENGINEERS
12208 WITT ROAD,
POWAY, CA92064
(949)241-7796
EXP. 06-30-2025 No.40394

SHAYAN ZOLGHADR

REGISTERED PROFESS IONAL

ENGINE R
STAT E OF CA L I FORN I 3-5-25 A
M1.0

HVAC NOTES AND SPECIFICATIONS
DOUBLE LINE DUCT SYMBOLS:

EQUIPMENT:

GRILLES/DIFFUSERS:

DUCT ELBOW WITH FIXED TURNING VANES

ROUND SPIN-IN WITH DAMPER

FLEXIBLE DUCT CONNECTION

FLEXIBLE DUCTWORK

SUPPLY OR OUTSIDE AIR DUCT

NEW SHEET METAL DUCTWORK & SIZE

SUPPLY DUCT ELBOW UP OR DOWN

DUCTWORK TRANSITION

RETURN AIR DUCT

RETURN DUCT ELBOW UP OR DOWN

ROOFTOP UNIT

UNIT HEATER

ROOF MOUNTED EXHAUST FAN

CEILING MOUNTED EXHAUST FAN

THERMOSTAT - ELECTRIC

TEMPERATURE SENSOR

RTU SMOKE DETECTOR

MECHANICAL EQUIPMENT DESIGNATION

DIFFUSER DESIGNATION AND CFM
SUPPLY DIFFUSER WITH 2-WAY THROW
SUPPLY DIFFUSER WITH 3-WAY THROW

SUPPLY DIFFUSER

RETURN GRILLE

SIDEWALL MOUNTED SUPPLY REGISTER
HPS
?
CFM
TS
T TYPE

MECHANICAL SYMBOLS LEGEND
SYMBOLS LEGEND NOTES:

1. REFER TO SPECIFICATIONS AND PLAN NOTES FOR DETAILED DESCRIPTION OF ALL DEVICES SHOWN IN THIS SCHEDULE, PROVIDED BY THIS CONTRACTOR.

NOTE DESIGNATION

REVISION DESIGNATION
GENERAL REFERENCES/NOTATIONS:
#
#
ABBREVIATIONS:

SUPPLY FAN

INFRARED HEATER

RADIANT HEATER

PSI POUNDS PER SQUARE INCH

CFM CUBIC FEET PER MINUTE

BTU BRITISH THERMAL UNIT

HZ FREQUENCY

BHP BRAKE HORSEPOWER

DB DRY BULB
ESP
EAT
LAT

OUTSIDE AIR

NOISE CRITERIA

ROOFTOP UNIT
NC
OA
RTU

TYPICAL

WET BULB

WATER COLUMN
TYP
WC
WB

EXTERNAL STATIC PRESSURE

ENTERING AIR TEMPERATURE

LEAVING AIR TEMPERATURE

AFF ABOVE FINISHED FLOOR

RA RETURN AIR

SA SUPPLY AIR

2. NOT ALL SYMBOLS AND/OR ABBREVIATIONS ARE NECESSARILY USED FOR THIS PROJECT.

CO CARBON MONOXIDE SENSOR

HIGH VELOCITY LOW SPEED (HVLS) FAN

LINEAR DIFFUSER
SECTION 1: SCOPE OF WORK

1. (1) EXISTING 7.5 TON ROOFTOP UNIT TO BE REMAIN FOR MULTI PURPOSE ROOM.

2. (1) NEW 5 TON HEAT PUMP AIR HANDLER FOR GYM.

2. (1) NEW 2 TON HEAT PUMP AIR HANDLER FOR COMPUTER POOL.

3. (1) NEW EXHAUSE FAN ON THE ROOF FOR RESTROOMS & JANITOR CLOSET

4. DUCT WORK, ELBOWS, FITTINGS, & DUCT INSULATION ENTIRELY.

5. DIFFUSERS, REGISTERS, AND GRILLES.

6. HVAC CONTROL SYSTEMS.

7. TESTING AND BALANCING.

SECTION 2: FEES, PERMITS & INSPECTIONS
a) CONTRACTOR MUST PAY FEES AND OBTAIN PERMITS, LICENSES, INSPECTIONS,ETC, AS REQUIRED BY ANY LEGALLY CONSTITUTE AUTHORITY.
b) CONTRACTOR SHALL NOT MAKE HIS WORK COVERED OR CLOSED UNTIL THE WORK HAS BEEN INSPECTED AND APPROVED BY ALL AUTHORITIES HAVING JURISDICTION. ANY EXPENSES FOR

ADDITIONAL WORK DUE TO THE VIOLATION OF THIS REQUIREMENT WILL BE PAID BY THE

CONTRACTOR
c) THIS DOCUMENT IS NOT FOR BID OR CONSTRUCTION UNTIL THE PLAN HAS BEEN REVIEWED AND APPROVED BY ALL AUTHORITIES HAVING JURISDICTION AND THE PERMIT IS OBTAINED. NO

COMPENSATION WILL BE MADE FOR ADDITIONAL WORK DUE TO THE VIOLATION OF THIS REQUIREMENT.

SECTION 3: GENERAL REQUIREMENTS
a) ANY EXISTING CONDITIONS ARE BASED ON LIMITED FIELD VERIFICATION. CONTRACTOR SHALL ADJUST TO ACTUAL FIELD CONDITIONS AT NO ADDITIONAL EXPENSE TO THE TENANT. b) ALL CONTRACTORS SHALL REVIEW A COMPLETE SET OF CONSTRUCTION DOCUMENTS. c) CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH DEMOLITION PRIOR TO BIDDING AND START OF WORK. CONTRACTOR IS RESPONSIBLE FOR DEMO OF ALL EXISTING ITEMS, AS REQUIRED, FOR INSTALLATION/CONSTRUCTION OF NEW WORK.
d) CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING CONDITIONS PRIOR TO SUBMITTING HIS BID. NO ADDITIONAL COMPENSATION WILL BE MADE FOR ANY EXTRA

COSTS DUE TO CONTRACTOR'S FAILURE TO VISIT THE JOBSITE AND/OR PREDETERMINE ALL EXISTING CONDITIONS BEFORE SUBMITTING HIS BID. ANY DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT FOR RESOLUTION. NO EXCEPTION. e) CONTRACTOR SHALL BE RESPONSIBLE FOR THE FIELD VERIFICATION OF ALL UTILITY RUNS,

UNDERGROUND AND ABOVE GROUND PIPING AND/OR OTHER IMPROVEMENTS LOCATED ON THE PREMISES. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ALL COSTS RELATING TO THE

RELOCATION OF, DAMAGE TO, REPAIR OF ANY EXISTING UTILITY RUNS AND/OR IMPROVEMENTS WHICH ARE DAMAGED AS A RESULT OF WORK IN OR AROUND THE PREMISES. f) THE MECHANICAL CONTRACTOR SHALL INSPECT AND TEST RUN ALL EXISTING UNITS AT THE

START OF CONSTRUCTION AND INFORM THE ARCHITECT OF ANY NECESSARY REPAIRS FOR APPROVAL IN A TIMELY MANNER TO NOT DELAY THE OPENING DATE. g) ALL APPLIANCES DESIGNED TO BE FIXED IN POSITION SHALL BE SECURELY FASTENED IN PLACE

PER BUILDING CODE REQUIREMENTS OR APPLICABLE MANUFACTURER INSTALLATION REQUIREMENTS.
h) THE CONTRACTOR SHALL INSTALL ALL EQUIPMENTS AS REQUIRED TO CONFORM TO THE STRUCTURE. AVOID OBSTRUCTIONS AND MAKE ALL EQUIPMENT REQUIRING MAINTENANCE OR REPAIR ACCESSIBLE.
i) ALL EQUIPMENT FURNISHED SHALL FIT THE SPACE AVAILABLE WITH CONNECTIONS IN THE REQUIRED LOCATIONS AND WITH ADEQUATE SPACE FOR OPERATING AND SERVICING. THE

DRAWINGS ARE GENERALLY DIAGRAMMATIC AND INDICATE THE MANNER AND METHOD OF THE

INSTALLATION WHILE THE SPECIFICATIONS AND EQUIPMENT LIST DENOTE THE TYPE AND QUALITY OF MATERIAL AND WORKMANSHIP TO BE USED. THE DRAWINGS SHALL NOT BE SCALED

FOR EXACT MEASUREMENTS, WHERE A CONFLICT EXISTS BETWEEN THE DRAWINGS AND THE SPECIFICATIONS. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ARCHITECT WHOSE DECISION SHALL BE FINAL. NO ALLOWANCE WILL BE MADE SUBSEQUENTLY IN THIS CONNECTION ON BEHALF OF THE CONTRACTOR AFTER AWARD OF THE CONTRACT. j) ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE LATEST FEDERAL, STATE AND LOCAL CODES [NFPA, UBC, UMC AND LOCAL BODIES HAVING JURISDICTION].

APPLICABLE CODE: CMC 2022 CALIFORNIA MECHANICAL CODE, CGBC 2022 CALIFORNIA ENERGY CODE, CEC2022 CALIFORNIA ELECTRICAL CODE.
k) THE CONTRACTOR SHALL COOPERATE WITH THE OTHER TRADES SO THAT THE INSTALLATION OF ALL EQUIPMENT MAY BE PROPERLY COORDINATED. K.1) DISCONNECT SWITCHES & LINE VOLTAGE CONNECTIONS (BY ELECTRICAL) K.2) ALL LINE VOLTAGE WIRING AND CONDUIT (BY ELECTRICAL) K.3) CONDENSATE PIPING (PLUMBING) .
l) ALL ROOFING WORK SHALL BE PERFORMED BY OWNER'S APPROVED ROOFING CONTRACTOR. m) DISPOSE OF ALL EQUIPMENT NOT REUSED AS A PART OF THE NEW WORK AS DIRECTED BY THE OWNER.
n) ALL ROOF MOUNTED EQUIPMENT SHALL BE LABELED AS TO THE SPACE IT SERVES WITH 3'' HIGH WEATHERPROOF VINYL LETTERS.
o) ALL APPLIANCE AND PLUMBING VENTS AND THE DISCHARGE OUTLET OF EXHAUST FANS SHALL BE LEAST TEN (10) FEET IN A HORIZONTAL DIRECTION, OR THREE(3) FEET ABOVE THE OUTSIDE-AIR INTAKES FOR HVAC UNITS.
p) MATERIALS EXPOSED WITHIN DUCTS OR PLENUMS SHALL BE NONCOMBUSTIBLE OR SHALL HAVE A FLAME SPREAD RATING NOT GREATER THAN TWENTY-FIVE(25) AND A SMOKE DEVELOPED RATING NOT GREATER THAN FOUR HUNDRED FIFTY(450) WHEN TESTED AS A COMPOSITE PER APPLICABLE TESTING STANDARD.
q) AFTER INSTALLING WALL, CEILING, OR FLOOR INSULATION, THE INSTALLER SHALL MAKE

AVAILABLE TO THE ENFORCEMENT AGENCY OR POST IN A CONSPICUOUS LOCATION IN THE

BUILDING, A CERTIFICATE SIGNED BY THE INSTALLER STATING THAT THE INSTALLATION IS CONSISTENT WITH THE PLANS AND SPECIFICATIONS DESCRIBED IN SEC 10.103(A)2A. THE

CERTIFICATE SHALL ALSO STATE THE MANUFACTURER'S NAME, MATERIAL IDENTIFICATION, AND THE INSTALLED R-VALUE.
r) INSTALL DUCT INSULATION ONLY AFTER DUCTWORK HAS BEEN INSPECTED AND APPROVED. s) REGISTERS, GRILLES, AND DIFFUSERS SHALL BE INSTALLED ONLY AFTER ALL CEILINGS AND WALLS ARE FINISHED INCLUDING FINAL PAINTING. CEILING MOUNTED UNITS SHALL BE INSTALLED WITH RIMS TIGHT AGAINST CEILING. WALL MOUNTED UNITS SHALL BE INSTALLED AT LEAST 6 INCHES BELOW THE CEILING UNLESS OTHERWISE NOTED. DAMPERS PROVIDED WITH DIFFUSERS AND REGISTERS SHALL NOT BE USED FOR SYSTEM BALANCING. INSIDE OF DUCT, BEHIND SEE-THROUGH REGISTERS AND GRILLES SHALL BE PAINTED BLACK. t) ROUND SHEET METAL DUCTS SUSPENDED IN THE AIR SHOULD BE SUPPORTED BY HANGERS AT LEAST EVERY 10 FEET. FLEXIBLE DUCTS SUSPENDED IN THE AIR SHOULD BE SUPPORTED AT LEAST EVERY 4 FEET BY STRAPS THAT ARE AT LEAST 1-1/2'' TO 1-3/4'' INCHES WIDE, AND THEY SHOULD NOT SAG MORE THAN 1/2'' FOR EACH FOOT OF DISTANCE BETWEEN THE SUPPORTS.

STRAPS USED ON FLEXIBLE DUCTS SHOULD NOT CONSTRICT THE INNER DIAMETER OF THE DUCT OR CUT THE OUTER JACKET.
u) DUCT SLEEVES AND PREPARED OPENINGS SHALL BE PROVIDED WHERE DUCTS PENETRATE

FLOORS, WALLS, CEILINGS OR ROOFS, AND SHALL BE INSTALLED DURING CONSTRUCTION OF THE FLOOR, WALL, CEILING OR ROOF. MECHANICAL CONTRACTOR SHALL COORDINATE LOCATION OF ALL DUCT PENETRATIONS OF STRUCTURE WITH GENERAL CONTRACTOR. v) DUCT SLEEVES SHALL BE FABRICATED FROM MINIMUM 20 GAUGE GALVANIZED SHEET STEEL.

SLEEVE SHALL HAVE ONE(1) INCH CLEARANCE BETWEEN THE DUCT AND THE SLEEVE, OR ONE(1) INCH CLEARANCE BETWEEN THE INSULATION AND THE SLEEVE FOR INSULATED DUCTS.

DUCT SLEEVES EMBEDDED IN CONCRETE SHALL BE CONSTRUCTED OF 1/4 INCH THICK CARBON STEEL PLATE, AND SHALL BE WELDED IN ACCORDANCE WITH AWS D1.1.

DEMAND CONTROL VENTILATION DEVICES (CO2 SENSORS) SHALL BE INSTALLED IN ACCORDANCE WITH CMC. 121(C)4. SECTION 4: PRODUCTS
a) THERMOSTAT SHALL BE INSTALLED WITH 7-DAY PROGRAMMABLE AUTO-CHANGE OVER FEATURE. MOUNTING HEIGHT IS 3 TO 4 FEET ABOVE FINISHED FLOOR. b) ALL AIR DISTRIBUTION SYSTEM DUCTS AND PLENUMS, INCLUDING, BUT NOT LIMITED TO,

BUILDING CAVITIES, MECHANICAL CLOSETS, AIR-HANDLER BOXES AND SUPPORT PLATFORMS

USED AS DUCTS OR PLENUMS, SHALL BE INSTALLED, SEALED AND INSULATED TO MEET THE REQUIREMENTS OF CHAPTER 6 OF THE CALIFORNIA MECHANICAL CODE. SUPPLY-AIR AND

RETURN-AIR DUCTS CONVEYING HEATED OR COOLED AIR SHALL BE INSULATED TO A MINIMUM INSTALLED LEVEL OF R-8, UNLESS NOTED OTHERWISE. INSULATION IS NOT REQUIRED ON LINED DUCTS AND DUCTS EXPOSED TO CONDITIONED SPACE. PROVIDE RFI TO ENGINEER BEFORE CLASSIFYING THE SPACE AS CONDITIONED SPACE. NO COMPENSATION WILL BE MADE IF THE CONTRACTOR FAILS TO VERIFY.
c) DUCT PLENUM SHALL BE GALVANIZED STEEL DUCT. ALL JOINTS, LONGITUDINAL AND

TRANSVERSE SEAMS, AND CONNECTIONS IN DUCTWORK, SHALL BE SECURELY FASTENED AND

SEALED WITH WELDS, GASKETS, MASTICS (ADHESIVES), MASTIC-PLUS-EMBEDDED-GABRIC SYSTEMS, OR TAPS. TAPS AND MASTICS USED TO SEAL DUCTWORK SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL181A OR UL181B. DUCT CONNECTIONS TO FLANGES OF AIR DISTRIBUTION SYSTEM EQUIPMENT SHALL BE SEALED AND MECHANICALLY FASTENED. DUCT TAP IS NOT PERMITTED AS A SEALANT ON ANY METAL DUCTS. [IECC 2003-803.2.8] d) FLEXIBLE DUCTWORK SHALL BE IN ACCORDANCE WITH UL181 AND NFPA 90A AND NFPA 90B. ALL TAKEOFFS FROM MAIN AND BRANCH DUCT SHALL BE 45 TAPS TAPS WITH VOLUME DAMPERS AS SHOWN ON THE DRAWINGS. GLASS-FLEX TYPE DUCT MAY BE USED AT ENTRANCE TO DIFFUSERS BUT MUST BE NO GREATER THAN 5'-0'' IN LENGTH. e) DUCT SUPPORTS AND HANGERS: PROVIDE HANGERS AND SUPPORTS OF STEEL SHAPES AND RODS CONFORMING TO ASTM A36/A36M, GALVANIZED IN ACCORDANCE WITH ASTM A123.

HARDWARE FOR HANGERS AND SUPPORTS SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153/A153M. HANGERS AND SUPPORTS SHALL BE FABRICATED IN ACCORDANCE WITH SMACNA

HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE, AND SMACNA HVAC SYSTEMS DUCT DESIGN.
f) BUILDING ATTACHMENT: CONCRETE INSERTS, POWER-ACTUATED FASTENERS, OR STRUCTURAL STEEL FASTENERS APPROPRIATE FOR BUILDING MATERIALS. DO NOT USE

POWDER-ACTUATED CONCRETE FASTENERS FOR LIGHTWEIGHT AGGREGATE CONCRETES OR FOR SLABS LESS THAN 4 INCHES THICK.
g) STRAPS AND ROD SIZES: CONFORM WITH TABLE 4-1 IN SMACNA HVAC DUCT CONSTRUCTION

STANDARDS - METAL AND FLEXIBLE, FOR SHEET STEEL WIDTH AND GAUGE AND STEEL ROD DIAMETERS.
h) DUCT ATTACHMENTS: SHEET METAL SCREWS, BLIND RIVETS, OR SELF-DRILLING, SELF-TAPPING METAL SCREWS; COMPATIBLE WITH DUCT MATERIALS.
i) VOLUME DAMPERS: PROVIDE VOLUME DAMPERS IN DUCTS CONSTRUCTED OF 22 GAUGE GALVANIZED FOR DUCTS SMALLER THAN 11 INCHES; 20 GAUGE FOR DUCTS SMALLER THAN 21 INCHES; AND 16 GAUGE FOR DUCTS LARGER THAN 21 INCHES. PROVIDE LOCKING QUADRANTS AS REQUIRED. MANUALLY ADJUSTABLE BALANCING DAMPERS SHALL BE PROVIDED TO SUPPLY,

RETURN AND EXHAUST DUCTS AT POINTS WHERE BRANCHES ARE TAKEN FROM LARGER DUCTS AND IN BRANCH DUCT TO INDIVIDUAL DIFFUSERS, GRILLES, AND REGISTERS. 1. DAMPER AXLES SHALL BE CONTINUOUS SQUARE RODS NOT SMALLER THAN 3/8-INCH, WITH MACHINED ENDS AND BEARING AT BOTH ENDS. 2. SINGLE-BLADE DAMPER SHALL BE PROVIDED FOR DUCT SIZES UP TO 18 INCH; MULTI BLADE DAMPERS OF OPPOSED BLADE PATTERN SHALL BE PROVIDED FOR COST SIZE LARGER THAN 18 INCH.
j) T-BAR CEILING SU T-BAR CEILING RETURN DIFFUSER: KRUEGER MODEL 6690 OR APPROVED EQUAL.
m) DUCT HEATER: WHERE ELECTRICAL HEATER ARE INSTALLED IN AIR DUCTS, THE DUCT SHALL BE

INSULATED WITH NONCOMBUSTIBLE INSULATION EXTENDING IN EACH DIRECTION FROM THE HEATER. DISTANCE SHALL BE AS RECOMMENDED BY THE HEATER MANUFACTURER. n) LINED EXPOSED EXTERIOR DUCTWORK SHALL BE 2'' THICK, 1.5PCF DENSITY LINING. DUCT SIZE SHOWN ON PLAN SHALL REFER TO OUTER DIMENSIONS UNLESS SPECIFIED OTHERWISE. o) VOLUME DAMPER MUST BE INSTALLED AT BRANCH TAKE-OFF FROM MAIN SUPPLY DUCT.

PROVIDE YOUNG REGULATOR CABLES FOR ADJUSTMENT OF VOLUME DAMPERS IN HARD LID CEILING WHERE ACCESS PANELS ARE NOT PROVIDED.

SECTION 5: EQUIPMENT SUBMITTALS

SUBMITTALS FOR MECHANICAL EQUIPMENTS SHALL BE SUBMITTED TO ARCHITECT AND ENGINEER FOR APPROVAL BEFORE ORDERING SUCH EQUIPMENTS. NO EXCEPTION.

SECTION 6: TESTING
a) AFTER COMPLETION OF WORK, TESTS ON THE HVAC SYSTEMS, INCLUDING A DUCT LEAKAGE TEST, AND ON AIR BALANCE PERFORMANCE ARE REQUIRED. THE AIR QUALITY RESULTS SHOULD CONFORM WITH THE VOLUME SHOWN ON THE PLAN. PROVIDE ALL NECESSARY TESTING EQUIPMENTS AND LABORS AT NO COST TO THE OWNER.
b) THE TESTED AIR QUALITY SHOULD BE WITHIN 5% OF THE DESIGN VALUE INDICATED ON PLANS.

NOTIFY ENGINEER IMMEDIATELY IF AIR QUALITY IS OUT OF THE RANGE. NO EXCEPTION.

SECTION 7: OPERATING INSTRUCTIONS
a) THE BUILDER SHALL PROVIDE THE BUILDING OWNER OR PERSON(S) RESPONSIBLE FOR

BUILDING MAINTENANCE (IN CASE OF MULTI-TENANT OR CENTRALLY OPERATED BUILDINGS) AT OCCUPANCY THE FOLLOWING: 1)OPERATING INFORMATION: THE APPROPRIATE CERTIFICATE(S)

OF COMPLIANCE AND A LIST OF THE FEATURES, MATERIALS, COMPONENTS, AND MECHANICAL

DEVICES INSTALLED IN THE BUILDING AND INSTRUCTIONS ON HOW TO OPERATE THEM EFFICIENTLY. 2) MAINTENANCE INFORMATION: REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY STATED AND INCORPORATED ON A READILY ACCESSIBLE LABEL. THE LABEL MAY BE LIMITED TO IDENTIFYING THE OPERATION AND MAINTENANCE MANUAL. 3) VENTILATION INFORMATION: A DESCRIPTION OF THE QUANTITIES OF OUTDOOR AND RECIRCULATED AIR THAT THE VENTILATION SYSTEMS ARE DESIGNED TO PROVIDE TO EACH AREA. b) CONTRACTOR SHOULD PREPARE AT LEAST THREE SETS MANUALS, COVERING 1. OIL AND LUBRICATION INSTRUCTIONS 2. PARTS SCHEDULE AND REPLACEMENT INSTRUCTIONS 3. AIR FLOW AND AIR BALANCE REPORT.

SECTION 8: WARRANTY
a) THE CONTRACTOR SHALL PROVIDE OWNER WITH A WRITTEN MINIMUM TWO (2) YEAR MANUFACTURING WARRANTY ON ALL HVAC EQUIPMENT PROVIDED AND/OR INSTALLED. THE WARRANTY SHALL INCLUDE ALL LABOR, MATERIALS, AND THREE (3) ROUTING SERVICES WITH FILTER CHANGES DURING A ONE (1) YEAR PERIOD.

MECHANICAL SYMBOLS & GENERAL NOTES

UNDER THE SUPERVISION OF: Sheet Number:

DESIGNED BY:

DRAWN BY:

CHECKED BY: DATE: Department of Public Works

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT

SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
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SENIOR CENTER RENOVATION
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT

MECHANICAL &

PLUMBING ENGINEERS
12208 WITT ROAD,
POWAY, CA92064
(949)241-7796
EXP. 06-30-2025 No.40394

SHAYAN ZOLGHADR

REGISTERED PROFESS IONAL

ENGINE R
STAT E OF CA L I FORN I 3-5-25 A
M1.1

VENTILATION CALCULATION
OCCUPANCY CATEGORY FLOOR AREA (SQ.FT) *AREA OUTDOOR AIR RATE (CFM/SQ.FT)

AREA OUTDOOR AIR
REQUIREMENT(CFM) PERSONS(QTY.) *PEOPLE OUTDOOR AIR RATE(CFM/PERSON)

PEOPLE OUTDOOR AIR

REQUIREMENT(CFM)

OUTSIDE AIR REQUIREMENT
(CFM)

OUTSIDE AIR PROVIDED
(CFM)
MULTI PURPOSE ROOM 2280 0.06 136.8 64 5 320.0 456.8 500 GYM 850 0.18 153.0 18 20 360.0 513.0 550
COMPUTER POOL 320 0.06 19.2 9 5 45.0 64.2 100
NOTE: *PER CMC TABLE 402.1 969.8 1150

EXHAUST CALCULATION
OCCUPANCY CATEGORY FLOOR AREA(SQ.FT.) *EXHAUST RATE
(CFM/SQFT.)

NO OF WATER

CLOSET & URINAL

EXHAUST PER PLUMBING

FIXTURE(CFM/FIXTURE)

EXHAUST

REQUIRMENTS(CFM)

EXHAUST PROVIDED
(CFM)
MEN'S RESTROOM 150 0 3 70 210 210
WOMEN'S RESTROOM 150 0 3 70 210 210
JANITOR CLOSET 26 1 0 0 26 30
NOTES: *PER CMC TABLE 403.7

FAN SCHEDULE

EQUIPMENT
NO. SERVICE LOCATION CFM
STATIC PRESS.
(IN W.G)

MOTOR MANUFACTURER &

MODEL OPTION- ACCESSORIES
WATTS HP RPM VOLT.-PH.-HZ.
(N)

WOMEN'S RESTROOM

MEN'S RESTROOM

JANITOR CLOSET
ROOF 600 0.5 - 1 / 8 1550 115-1-60 GREENHECK G-095D

OR EQUAL

BACKDRAFT DAMPER

CONTROLLED BY OCCUPANCY
SENSOR OPERATION WT.=25 LBS
1 EF

ROOFTOP UNIT SCHEDULE

EQUIPMENT
NO. SERVICE MANUFACTURER MODEL YEAR
AIR FLOW COOLING HEATING ELECTRICAL DIMENSION WEIGHT OPTIONSACCESSORIES SUPPLY
(CFM)
MIN OA
(CFM)
E.S.P
(IN.W.C) BTU/HR NOM. TON EER BTU/HR EFF GAS V-P-HZ FLA MCA MOCP LXWXH(in) lbs KEY NOTE NO. (E) MULTI PURPOSE
ROOM TEMPSTART PGB090H2LA 1997 3000 500 0.6 85000 7.5 9 16000 0.8 200 CFH
@3.5~10IN.WC
460-3-60 19 20.7 25 90X58X44 1095 1,2,3,4,5
NOTES:
1-STANDARDS FOR AIR CONDITIONERS AND HEAT PUMPS THAT ARE CONSUMER PRODUCTS, MANUFACTURED ON OR AFTER JANUARY 1, 2023.FOR SPLIT SYSTEM HEAT PUMPS MINIMUM HSPF2 : 7.5 & MINIMUM SEER2:14.3 THIS SYSTEM CONTAINS R-410A REFRIGERANT AND POE OIL.
2- AN AIR ECONOMIZER CAPABLE OF MODULATING OUTSIDE-AIR AND RETURN-AIR DAMPERS TO SUPPLY 100 PERCENT OF THE DESIGN SUPPLY AIR QUANTITY AS OUTSIDE AIR AND SHALL INCLUDE A STAND-ALONE OR INTEGRATED FAULT DETECTION AND DIAGNOSTICS (FDD) SYSTEM. 3- ALL RECIRCULATED AIR OR OUTDOOR AIR SUPPLIED TO OCCUPABLE SPACES IS FILTERED (MINIMUM MERV 13) BEFORE PASSING THROUGH ANY AIR CONDITIONING COMPONENT. 4- EXISTING MICROMETL BRAND FIELD INSTALLED ECONOMIZER WITH FAULT DETECTION AND DIAGNOSTICS, ULTRA LOW LEAK HORIZONTAL AND BAROMETRIC RELIEF. 5- TWO STAGE COOLING MODE.
6- PROVIDE AND INSTALL A NEW MANUAL OUTSIDE AIR HOOD.
1 RTU

AIR HANDLER UNIT SCHEDULE

EQUIPMENT
NO. SERVICE MANUFACTURER MODEL
FLOW
RATE
STATIC

PRESSURE

LOW/HIGH

STAGE ELECTRICAL DIMENSION WEIGHT OPTIONS- ACCESSORIES
CFM IN. WC CFM V-P-HZ FLA/MCA MCCP LXWXH(in) lbs
(N) GYM GOODMAN AMST60DU13 2000 0.5 2000 / 1000 208/240-1-60 6.9/8.6 15 58X24X21 167 FILTER 19.5X20X1 MERV13, SUPPLY 24X12, RETURN 20X18
- AN AIR ECONOMIZER CAPABLE OF MODULATING OUTSIDE-AIR AND RETURN-AIR DAMPERS TO SUPPLY 100 PERCENT OF THE

DESIGN SUPPLY AIR QUANTITY AS OUTSIDE AIR AND SHALL INCLUDE A STAND-ALONE OR INTEGRATED FAULT DETECTION AND DIAGNOSTICS (FDD) SYSTEM.
2- ALL RECIRCULATED AIR OR OUTDOOR AIR SUPPLIED TO OCCUPIABLE SPACES IS FILTERED (MINIMUM MERV 13) BEFORE PASSING THROUGH ANY AIR CONDITIONING COMPONENT.
(N) COMPUTER
POOL GOODMAN AMST24BU13 800 0.5 600 / 900 208/240-1-60 4.6/5.8 15 45X18X21 112 FILTER 16X20X1 MERV13
SUPPLY 16X12
RETURN 20X12
1 AHU
2 AHU

HEAT PUMP UNIT SCHEDULE
EQUIPMENT NO. SERVICE MANUFACTURER MODEL
NET COOLING HEATING SEER2/HSPF2 ELECTRICAL DIMENSION WEIGHT OPTIONS- ACCESSORIES BTU/HR NOM. TON BTU/HR V-P-HZ MCA MOCP LXWXH(in) lbs
(N) GYM DAIKIN DH4SEA
6040* 60,000 5 60,000 14.3 / 7.8 460-3-60 10.4 15 36X36X42 300 NA (N) COMPUTER ROOM GOODMAN GLZS4BA
2410* 24000 2 24000 15.2 / 7.8 208/230-1-60 11.2 15 29X29X32 150 NA NOTES: TO COMPLY WITH CALIFORNIA REGULATIONS, THE HEAT PUMP REFRIGERANT SHOULD BE R-32 OR R-454B, AS THEY MEET THE STATE'S LOW GLOBAL WARMING POTENTIAL (GWP) REQUIREMENTS 1 HP
2 HP

SCHEDULE-AIR DISTRIBUTION

TAG DESCRIPTION MANUFACTURER SERIES CFM DUTY NECK (INCH) SIZE DAMPER MATERIAL DESCRIPTION EG-1 EXHAUST GRILLE TITUS 55FS 0 ~190 EXHAUST 6X6 NECK PLUS1 3/4"

EACH DIRECTION

YES ALUMINIUM STAMPED
SD-1 SIDE WALL REGISTER TITUS 272FL 500 ~ 900 SUPPLY 24X16 NECK PLUS1 3/4"

EACH DIRECTION

YES ALUMINIUM STAMPED
SD-2 SIDE WALL REGISTER TITUS 272FL 300 ~ 500 SUPPLY 18X10 NECK PLUS1 3/4"

EACH DIRECTION

YES ALUMINIUM STAMPED
SD-3 SIDE WALL REGISTER TITUS 272FL 1300 ~ 1700 SUPPLY 30X16 NECK PLUS1 3/4"

EACH DIRECTION

YES ALUMINIUM STAMPED
SD-4 SIDE WALL REGISTER TITUS 272FL 400 ~ 800 SUPPLY 22X10 NECK PLUS1 3/4"

EACH DIRECTION

YES ALUMINIUM STAMPED
SD-5 SIDE WALL REGISTER TITUS 272FL 75 ~ 200 SUPPLY 6X6 NECK PLUS1 3/4"

EACH DIRECTION

YES ALUMINIUM STAMPED
CD-1 CEILING DIFFUSER TITUS 272FL 75 ~ 200 SUPPLY 12X12 NECK PLUS1 3/4"

EACH DIRECTION

YES ALUMINIUM STAMPED
RG-1 RETURN GRILLE TITUS 55FS 2000 RETURN 30X18 NECK PLUS1 3/4"

EACH DIRECTION

NO ALUMINIUM STAMPED
RG-2 RETURN GRILLE TITUS 55FS 800 RETURN 18X16 NECK PLUS1 3/4"

EACH DIRECTION

NO ALUMINIUM STAMPED
RG-1 RETURN GRILLE TITUS 55FS 3000 RETURN 36X24 NECK PLUS1 3/4"

EACH DIRECTION

NO ALUMINIUM STAMPED
NOTES:

A. REFER TO ARCHITECTURAL DRAWINGS FOR TYPE OF SOFFIT, CEILING AND/OR SUSPENSION SYSTEM.

B. FINISH SHALL BE OF THE TYPE AND COLOR SELECTED BY ARCHITECT. SUBMIT FINISH CHART WITH SHOP DRAWINGS.

C. NC<30.

D. NECK SIZES TO MATCH DUCT CONNECTION UNLESS NOTED OTHERWISE.

SELECTIONS ARE BASED ON PRODUCTIONS BY TITUS .

EQUAL PRODUCTS: KRUEGER, METAL*AIRE & PRICE.

MECHANICAL SCHEDULES

EXISTING BEAM TO REMAIN

EXISTING BEAM TO REMAIN

EXISTING BEAM TO REMAIN
TYP.

OF 6
TYP.

OF 6
TYP.

OF 2
TYP.

OF 8
TYP.

OF 8
TYP. OF 6
TYP.

OF 4
TYP.

OF 2
TYP.

OF 3

KITCHEN MEN'S

RESTROOM

WOMEN'S

RESTROOM

MULTI-PURPOSE
ROOM

ELECTRICAL STORAGE STORAGE

STORAGE

JANITOR

STORAGE

STORAGE

HALLWAY
TYP. OF 5
TYP.

OF 5
TYP.

OF 2
TYP.

OF 2
TRUE
NORTH 01 MECHANICAL PEFLECTED CEILING PLAN-DEMO
3/16" = 1'-0"
WH-1
UNDER THE SUPERVISION OF: Sheet Number:

DESIGNED BY:

DRAWN BY:

CHECKED BY: DATE: Department of Public Works

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT

SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
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INFRASTRUCTURE ARCHITECTS
100 Progress,Suite 110,Irvine,CA 92618
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P.N.: 2.1000.03
NO. DATE BY DESCRIPTION APPROV.

REVISIONS
iARCH

CITY OF MONTEBELLO
115 South Taylor Ave. , Montebello , CA 90640

SENIOR CENTER RENOVATION
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT

MECHANICAL &

PLUMBING ENGINEERS
12208 WITT ROAD,
POWAY, CA92064
(949)241-7796
EXP. 06-30-2025 No.40394

SHAYAN ZOLGHADR

REGISTERED PROFESS IONAL

ENGINE R
STAT E OF CA L I FORN I 3-5-25 A
M2.0

MECHANICAL PLAN NOTES
1 2
3 REMOVE AND DEMOLISH THE SUPPLY DUCT,
REGISTER, AND ALL RELATED ACCESSORIES.

REPAIR AND RESTORE THE AREA WHERE THE

DUCT PENETRATED THE EXISTING EXTERIOR WALL
TO ENSURE PROPER WALL INTEGRITY.

REMOVE AND DEMOLISH THE RETURN GRILLE .

REPAIR AND RESTORE THE AREA WHERE THE

DUCT PENETRATED THE EXISTING EXTERIOR WALL
TO ENSURE PROPER WALL INTEGRITY.

REMOVE AND DEMOLISH THE TRANSFER GRILLE .

REMOVE AND DEMOLISH THE KITCHEN HOOD,

EXHAUST DUCT, EXHAUST FAN, AND ALL RELATED
ACCESSORIES. REPAIR AND RESTORE THE AREA

WHERE THE DUCT PENETRATED THE EXISTING

EXTERIOR WALL TO ENSURE PROPER WALL
INTEGRITY.

REMOVE AND DEMOLISH RESTROOM'S EXHAUST
FAN, AND ALL RELATED ACCESSORIES. REPAIR

AND RESTORE THE AREA WHERE THE DUCT

PENETRATED THE EXISTING EXTERIOR WALL TO
ENSURE PROPER WALL INTEGRITY.

REMOVE AND DEMOLISH WATER HEATER HEATER'S

VENT PIPE, PREPARE THE EXISTING HOLE FOR
NEW VENT.

REMOVE AND DEMOLISH THE SUPPLY DUCT,
REGISTER, AND ALL RELATED ACCESSORIES.

RETAIN AND PROTECT THE EXISTING ROOFTOP
UNIT IN PLACE. CONTRACTOR TO EVALUATE THE

UNIT'S FUNCTIONALITY AND REPORT ANY
DEFICIENCIES FOR REPAIR OR MAINTENANCE.
4 5
1 1
2 3
4 5
6 7
6 7
8 8

MECHANICAL REFLECTED CEILING PLAN - DEMO

C.H.=
UP
C.H.=
C.H.=
C.H.=
1 RTU
20"X18"LOUVER FOR
OUTSIDE AIR OUTSIDE AIR 20"X18"RA
12"X12" LOUVER
FOR OUTSIDE AIR OUTSIDE AIR 30"X14"SA
16"X14"SA
30"X14"SA 24"X16"SA 12"X12"SA
1 HP
WH-1
3"EXHAUST OUTLET VENT AND
3" INTAKE AIR INLET
VENT.SCHEDULE 40 PVC OR
ABS/SCHEDULE 40 OR 80 CPVC.

FOR INSTALLATION SEE DETAIL
SHEETS

DIRECT VENT

EXHAUST AND

INTAKE AIR
10"Ø EXHAUST DUCT UP

TO ROOF EXHAUST FAN
600 CFM TOTAL EXHAUST
6"Ø EXHAUST

WALL VENT
T RTU-1
T AHU-1
T AHU-2 EXHAUEST AIR
18"X18"LOUVER FOR

EXHAUST
TRUE
NORTH 01 MECHANICAL REFLECTED CEILING PLAN-PROPOSED
3/16" = 1'-0"
2 HP
1400
SD-3
400
SD-2
100
SD-5
400
SD-4
500
SD-4
400
SD-4
3000
RG-3
700
SD-1
700
SD-1
600
SD-1
2000
RG-1
100
EG-1
110
EG-1
110
EG-1
100
EG-1
90 EG-1
90 EG-1
1 AHU
2 AHU
20"X12"RA
800
RG-2
400
SD-2
200
CD-1
101

MULTI-PURPOSE HALL
102
GYM
103

COMPUTER POOL
104

WOMEN'S
105
MEN'S
106
BAR
107

STORAGE
107

STORAGE
108

HALLWAYS
108

HALLWAYS
108

HALLWAYS
72"X30" HVAC

ACCESS PANEL
60"X24" HVAC

ACCESS PANEL
6"Ø EXHAUST

FOR RANGE
HOOD
UNDER THE SUPERVISION OF: Sheet Number:

DESIGNED BY:

DRAWN BY:

CHECKED BY: DATE: Department of Public Works

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT

SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
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INFRASTRUCTURE ARCHITECTS
100 Progress,Suite 110,Irvine,CA 92618
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NO. DATE BY DESCRIPTION APPROV.

REVISIONS
iARCH

CITY OF MONTEBELLO
115 South Taylor Ave. , Montebello , CA 90640

SENIOR CENTER RENOVATION
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT

MECHANICAL &

PLUMBING ENGINEERS
12208 WITT ROAD,
POWAY, CA92064
(949)241-7796
EXP. 06-30-2025 No.40394

SHAYAN ZOLGHADR

REGISTERED PROFESS IONAL

ENGINE R
STAT E OF CA L I FORN I 3-5-25 A
M3.0

MECHANICAL PLAN NOTES

MECHANICAL GENERAL NOTES
1- DUCT SYSTEMS USED WITH BLOWER TYPE EQUIPMENT WHICH ARE

PORTIONS OF A HEATING, COOLING, ABSORPTION, EVAPORATIVE COOLING OR

OUTDOOR AIR VENTILATION SYSTEM SHALL BE SIZED IN ACCORDANCE WITH CHAPTER 17 OF THE CALIFORNIA MECHANICAL CODE.
1 2
3 PROVIDE AND INSTALL (N) AHU-1 AND (N) AHU-2 UNIT . RELATED HEAT PUMP UNIT SHALL BE LOCATED ON GROUND .

CONDENSATE FROM AIR-COOLING COILS SHALL BE COLLECTED AND

DISCHARGED TO AN APPROVED PLUMBING FIXTURE OR DISPOSAL
AREA. WHERE DISCHARGED INTO THE DRAINAGE SYSTEM,
EQUIPMENT SHALL DRAIN BY MEANS OF AN INDIRECT WASTE PIPE.

THE WASTE PIPE SHALL HAVE A SLOPE OF NOT LESS THAN 1/8 INCH PER FOOT (10.4 MM/M) OR 1 PERCENT SLOPE AND SHALL BE OF

APPROVED CORROSION-RESISTANT MATERIAL NOT SMALLER THAN
THE OUTLET SIZE IN ACCORDANCE WITH SECTION 310.3 OR
SECTION 310.4 FOR AIR-COOLING COILS OR CONDENSING
APPLIANCES, RESPECTIVELY. CONDENSATE OR WASTEWATER
SHALL NOT DRAIN OVER A PUBLIC WAY.

PROVIDE AND INSTALL (N) HP-1 AND (N) HP-2, REFRIGERANT PIPING UP TO CORRESPONDING AIR HANDLING UNIT ON. SIZE
REFRIGERANT LINES PER MANUFACTURER'S RECOMMENDATION.

INSTALL THERMOSTATS (2) AT 40" AFF. THERMOSTATS SHALL BE 7-DAY PROGRAMMABLE TYPE WITH AUTO-CHANGEOVER. OWNER

FURNISHED THERMOSTAT FOR ELECTRICAL CONTRACTOR TO
INSTALL. INSULATE EXTERIOR WALL BEHIND THERMOSTAT AND
CAULK WIRE PENETRATION THROUGH WALL. COORDINATE WITH
ELECTRICAL. INSTALL WALL MOUNTED TEMPERATURE SENSOR
ADJACENT TO RA GRILLE. REFER TO TEMPERATURE SENSOR MOUNTING DETAIL FOR ADDITIONAL INFORMATION.

PROVIDE SUPPLY DIFFUSER . MOUNT BOTTOM OF REGISTER AT A MINIMUM OF 8' AFF.T.Y.P.

PROVIDE BAROMETRIC RELIEF DAMPER FOR PRESSURE BALANCE .

MOUNT BOTTOM OF GRILLE AT A MINIMUM OF 8' AFF.

SUPPLY AIR SMOKE DETECTOR INTERLOCKED TO SHUT DOWN UNIT UPON DETECTION OF SMOKE. INSTALL ASSOCIATED REMOTE

ANNUNCIATOR WITH PIEZO ALARM AND POWER LEDS FOR VISIBLE AND AUDIBLE ALARM SIGNAL, AND VISIBLE TROUBLE SIGNAL.

PROVIDE RETURN GRILLE . MOUNT BOTTOM OF REGISTER AT A
MINIMUM OF 8' AFF.T.Y.P.

PROVIDE EXHAUST GRILLE . MOUNT BOTTOM OF REGISTER AT A
MINIMUM OF 8' AFF.T.Y.P.

UNDERCUT RESTROOM DOOR 1" FOR TRANSFER AIR.
10" DUCT UP TO ROOF FROM CORNER OF THE OFFICE 13 ON THE

SECOND FLOOR, CONTRACTOR SHOULD COORDINATE WITH

SECOND FLOOR'S TENANT TO SEE IF THE NEED TO MOVE THE
EXHAUST DUCT TO OTHER PLACE.
4 5
6 7
1 2
1 2
3 3
4 4
4 5
6 7
7 8
9 8
9 10
10 10
11 11

MECHANICAL REFLECTED CEILING PLAN - PROPOSED

UNDER THE SUPERVISION OF: Sheet Number:

DESIGNED BY:

DRAWN BY:

CHECKED BY: DATE: Department of Public Works

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT

SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
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INFRASTRUCTURE ARCHITECTS
100 Progress,Suite 110,Irvine,CA 92618
www.infrastructurearchitects.com
P.N.: 2.1000.03
NO. DATE BY DESCRIPTION APPROV.

REVISIONS
iARCH

CITY OF MONTEBELLO
115 South Taylor Ave. , Montebello , CA 90640

SENIOR CENTER RENOVATION
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT

MECHANICAL &

PLUMBING ENGINEERS
12208 WITT ROAD,
POWAY, CA92064
(949)241-7796
EXP. 06-30-2025 No.40394

SHAYAN ZOLGHADR

REGISTERED PROFESS IONAL

ENGINE R
STAT E OF CA L I FORN I 3-5-25 A
M4.0
RISE
H

3.73xH

ELEVATION
PLAN

DUCT OFFSET
PLAN
30°
20° 30°
20°

PLAN VIEW
A°/2
A°/2
A°/2
A°/2

ELEVATION

TRANSITION W/

EQUIPMENT
45°
W 1/2 W
(4" MIN.)

BRANCH DUCT
A°
A°
A°
FOB
FOB
FOB
A°

PLAN VIEW

ELEVATION ELEVATION

PLAN VIEW
A°
FOT
FOT
FOT
A°
A°
A°

FOB FOT
ANGLE A = 30° WHEN AIR FLOWS IN DIRECTION OF ARROW (SUPPLY AIR).

ANGLE A = 20° WHEN AIR FLOWS IN OPPOSITE DIRECTION OF ARROW (RETURN OR EXHAUST).

NOTES:
2)
1)
LOW VELOCITY DUCT FITTINGS DETAIL 01 REFER TO SHEET M1.0

INSULATE BACKPAN OF

DIFFUSER
4)
2)
3)
NOTES: 1)

LAY-IN FRAME (SURFACE

SUPPLY DIFFUSER WITH

ADAPTOR (IF REQUIRED)

SQUARE TO ROUND

FLEXIBLE DUCT CONNECTION
DIFFUSER STARTER COLLAR (MINIMUM 4").

INSULATED FLEXIBLE DUCT

CEILING

MOUNT FRAME SIMILAR)
1" X 20 GAUGE GALVANIZED SUPPORT STRAP

PROTECTION SADDLE
BALANCING HANDLE. LOCK INTO
POSITION AND MARK PERMANENTLY.

RIGID ROUND SHEET METAL DUCT

BALANCING DAMPER

INSULATED

SUPPLY DUCT
PROVIDE AT FLEXIBLE DUCT CONNECTION METAL OR "PANDUIT" DRAWBAND ON THE INTERIOR FLEXIBLE DUCT HELIX. SECURE THE INSULATION OVER THE DRAW BAND WITH AN ADDITIONAL DRAWBAND.

PROVIDE BEADING ON ROUND METAL DUCT 12" OR LARGER IN DIAMETER.

PROVIDE MINIMUM 4" COLLARS FOR ATTACHMENT OF THE FLEXIBLE DUCT TO ROUND DUCT, DAMPERS AND DIFFUSERS.

BAND RIGID ROUND DUCT INSULATION TO DUCT AND PROVIDE TAPE FOR INSULATION OVERLAP.
02 DIFFUSER CONNECTION DETAIL - FLEX DUCT
REFER TO SHEET M1.0

FLEXIBLE DUCTS SHALL NOT
EXCEED 6'-0" IN LENGTH.

WRAPPED INSULATION COVERING RIGID ROUND DUCT
(SEE SPECIFICATIONS ON SHEET MP) MINIMUM 3 FEET
VENT 8" MINIMUM

STORM COLLAR

ALL WEATHER VENT CAP

ROOFING

ROOF STRUCTURE

ROOF INSULATION

SOLDER ALL ROUND

FLASH PENETRATION

THROUGH ROOF
22 GAUGE SLEEVE
2" TYPICAL ALL AROUND
VENT THROUGH ROOF DETAIL 03 REFER TO SHEET M1.0

MECHANICAL DETAILS

UNDER THE SUPERVISION OF: Sheet Number:

DESIGNED BY:

DRAWN BY:

CHECKED BY: DATE: Department of Public Works

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT

SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
iArch
iArch
iArch

INFRASTRUCTURE ARCHITECTS
100 Progress,Suite 110,Irvine,CA 92618
www.infrastructurearchitects.com
P.N.: 2.1000.03
NO. DATE BY DESCRIPTION APPROV.

REVISIONS
iARCH

CITY OF MONTEBELLO
115 South Taylor Ave. , Montebello , CA 90640

SENIOR CENTER RENOVATION
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT

MECHANICAL &

PLUMBING ENGINEERS
12208 WITT ROAD,
POWAY, CA92064
(949)241-7796
EXP. 06-30-2025 No.40394

SHAYAN ZOLGHADR

REGISTERED PROFESS IONAL

ENGINE R
STAT E OF CA L I FORN I 3-5-25 A
M5.0
115 SOUTH TAYLOR AVE. , MONTEBELLO , CA 90640
MECHANICAL TITLE 24

UNDER THE SUPERVISION OF: Sheet Number:

DESIGNED BY:

DRAWN BY:

CHECKED BY: DATE: Department of Public Works

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT

SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
iArch
iArch
iArch

INFRASTRUCTURE ARCHITECTS
100 Progress,Suite 110,Irvine,CA 92618
www.infrastructurearchitects.com
P.N.: 2.1000.03
NO. DATE BY DESCRIPTION APPROV.

REVISIONS
iARCH

CITY OF MONTEBELLO
115 South Taylor Ave. , Montebello , CA 90640

SENIOR CENTER RENOVATION
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT

MECHANICAL &

PLUMBING ENGINEERS
12208 WITT ROAD,
POWAY, CA92064
(949)241-7796
EXP. 06-30-2025 No.40394

SHAYAN ZOLGHADR

REGISTERED PROFESS IONAL

ENGINE R
STAT E OF CA L I FORN I 3-5-25 A
M5.1
2/26/2025
M 40394
2/26/2025
MECHANICAL TITLE 24

UNDER THE SUPERVISION OF: Sheet Number:

DESIGNED BY:

DRAWN BY:

CHECKED BY: DATE: Department of Public Works ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
iArch
iArch
iArch

INFRASTRUCTURE ARCHITECTS
100 Progress,Suite 110,Irvine,CA 92618
www.infrastructurearchitects.com
P.N.: 2.1000.03
NO. DATE BY DESCRIPTION APPROV.

REVISIONS
iARCH

CITY OF MONTEBELLO
115 South Taylor Ave. , Montebello , CA 90640

SENIOR CENTER RENOVATION
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT

MECHANICAL &

PLUMBING ENGINEERS
12208 WITT ROAD,
POWAY, CA92064
(949)241-7796
EXP. 06-30-2025 No.40394
SHAYAN ZOLGHADR REGISTERED PROFESS IONAL ENGINE R STAT E OF CA L I FORN I 3-5-25 A M5.2
MECHANICAL TITLE 24

ELECTRICAL SYMBOLS LEGEND
A.F.F.

WP
LED DOWNLIGHT LIGHT FIXTURE.

LED DOWNLIGHT FIXTURE WITH BATTERY BACKUP
SURFACE MOUNTED LIGHT FIXTURE.

EXIT SIGN WITH BATTERY BACKUP LOCATED BOTTOM AT 7'-6"
A.F.F.
2'X4' LED LIGHT FIXTURE RECESSED MOUNTED
2'X4' LED LIGHT FIXTURE W/EMERGENCY BATTERY
SINGLE POLE SWITCH, +3'-10" OR AS NOTED.

DIMMER SWITCH, +3'-10" OR AS NOTED.

DUPLEX RECEPTACLE, +18" OR AS NOTED.

QUAD RECEPTACLE, +18" OR AS NOTED.

GROUND FAULT RECEPTACLE, +18" OR AS NOTED.

WEATHER PROOF, G.F.I. PROTECTED RECEPTACLE.

SPECIAL RECEPTACLE, NEMA STYLE AS NOTED, +18" OR AS
NOTED.

NONE FUSED DISCONNECT SWITCH

FUSED DISCONNECT SWITCH
MOTOR CONNECTION.
120/208V., PANELBOARD, TOP 6'-0".

ABOVE FINISHED FLOOR.

WEATHERPROOF.

WP
GFI
S
D
UNDER THE SUPERVISION OF: Sheet Number:

Department of Public Works

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT

SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
P.N.: 2.1000.03
NO. DATE DESCRIPTION

REVISIONS CITY OF MONTEBELLO SENIOR CENTER REMODEL
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PR 115 S Taylor Ave, Montebello,CA 90640

CONSULTING

ENGINEERS

MECHANICAL - ELECTRICAL - PLUMBING
18528 LOCKSLEY STREET SAN DIEGO CA 92128
1 04/13/2026 REVISION 1 E&A

GENERAL NOTES

1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO

THE NATIONAL ELECTRICAL CODE AND ALL APPLICABLE
LOCAL CODES AND REGULATIONS.

2. MINIMUM SIZE OF CONDUIT SHALL BE 1/2", MINIMUM SIZE OF CONDUCTOR SHALL BE #12 AWG UNLESS OTHERWISE
NOTED.

3. ALL PANELS, SWITCHES, ETC. SHALL HAVE SUFFICIENT

GUTTER SPACE AND LUGS TO ACCOMMODATE CONDUCTORS
SHOWN.

4. WHERE WIRE SIZES ARE INDICATED ON PLANS, FOR

INDIVIDUAL CIRCUITS, THE WIRE SIZE INDICATED SHALL

APPLY TO THE COMPLETE CIRCUIT, UNLESS OTHERWISE
NOTED.

5. ALL JUNCTION BOXES AND PULL BOXES SHALL BE OF CODE

GAUGE AND OF THE REQUIRED SIZE TO ACCOMMODATE
NUMBER OF CONDUCTORS SHOWN.

6. ALL PULL BOXES IN FINISHED AREAS SHALL HAVE FACTORY
APPLIED PRIME COAT OF PAINT.

7. ELECTRICAL CONTRACTOR SHALL VERIFY THE EXACT

LOCATION OF ALL MECHANICAL, PLUMBING, KITCHEN

EQUIPMENT AND REFRIGERATION AND ALL OTHER

EQUIPMENT REQUIRING ELECTRICAL CONNECTION PRIOR TO
ANY WORK.

8. ALL PANELBOARDS SHALL HAVE LOCKING DOOR AND BE
KEYED FOR A CORBIN #60 KEY UNLESS OTHERWISE NOTED.

9. STUB OUT (2) 1" CONDUITS FROM ALL FLUSH MOUNTED

PANELBOARDS INTO ACCESSIBLE CEILING SPACE AND CAP
FOR FUTURE USE.

10. ELECTRICAL CONTRACTOR SHALL EXTEND WIRING FROM ALL
JUNCTION BOXES, RECEPTACLES, SWITCHES, ETC. AND

MAKE FINAL CONNECTION AS REQUIRED TO ALL BUILDING
EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS.

11. ALL MOUNTING HEIGHTS SHOWN ARE TO CENTER LINE OF

OUTLET OR DEVICE AND SHALL APPLY UNLESS INDICATED
OTHERWISE.

12. DRAWINGS ARE DIAGRAMMATIC AND INDICATED GENERAL
ARRANGEMENT OF SYSTEMS AND WORK INCLUDED.

FOLLOW DRAWINGS IN LAYING OUT WORK AND CHECK

DRAWINGS OR OTHER TRADES RELATING TO WORK TO
VERIFY SPACE IN WHICH WORK WILL BE INSTALLED.

MAINTAIN HEADROOM AND SPACE CONDITIONS AT ALL
TIMES.

13. LOCATION OF LOCAL WALL SWITCHES ARE SUBJECT TO
MODIFICATIONS. AT OR NEAR DOOR, INSTALL SWITCHES ON
SIDE OPPOSITE TO DOOR HINGE. VERIFY FINAL HINGE
LOCATION IN FIELD PRIOR TO ANY WORK.

14. ELECTRICAL CONTRACTOR SHALL COORDINATE THE

LOCATION OF ALL WALL OUTLET BOXES FOR CLOCKS,

SWITCHES, HORNS FIRE ALARM STRIKE STATIONS,
SPEAKERS, RECEPTACLES ETC.

15. WHERE ELECTRONIC MOTORS OR HEATERS ARE INSTALLED

IN HUNG CEILINGS, PROVIDE DISCONNECT SWITCH IN HUNG
CEILING WITHIN REACH FROM ACCESS POINT.

16. EXPOSED RACEWAYS (WHEN INDICATED ON DRAWINGS)

SHALL BE RUN PARALLEL WITH OR AT RIGHT ANGLES TO
WALLS.

17. FURNISH APPROVED EXPANSION FITTINGS WHERE RACEWAY
CROSSES BUILDING EXPANSION JOINTS.

18. FURNISH FISH WIRE IN EACH RACEWAY RUN OVER 10' IN
LENGTH, IN WHICH PERMANENT WIRING IS NOT INSTALLED.

19. NOT MORE THAN THREE LIGHTING OR CONVENIENCE OUTLET

CIRCUITS ARE PERMITTED IN ONE CONDUIT, UNLESS
OTHERWISE INDICATED.

20. PROVIDE PULL BOXES WHEREVER NECESSARY TO
FACILITATE PULLING OF CONDUCTORS. COORDINATE

LOCATIONS OF BOXES WITH OTHER TRADES TO AVOID
CONFLICT.

21. SUPPORT PANELBOARDS, JUNCTION AND PULL BOXES

INDEPENDENTLY TO BUILDING STRUCTURE WITH NO WEIGHT
BEARING ON RACEWAYS.

22. OUTLET BOXES FOR FIXTURES RECESSED IN HUNG CEILING

SHALL BE ACCESSIBLE THROUGH OPENING CREATED BY
REMOVAL OF FIXTURES.

23. SEE MECHANICAL, PLUMBING, KITCHEN EQUIPMENT AND

REFRIGERATION DRAWINGS FOR ADDITIONAL CONNECTION

REQUIREMENTS TO CONTROL PANELS AND TRANSFORMERS,
SWITCHES, TIME CLOCKS, VALVES, STATS, RELAYS, ETC.

INDICATED ON CONTROL WIRING DIAGRAMS. ELECTRICAL

CONTRACTOR SHALL VERIFY FINAL CONTROL WIRING

REQUIREMENTS PRIOR TO ANY WORK AND PROVIDE ALL
NECESSARY DEVICES AND CONNECTIONS AS REQUIRED.

24. ALL EXTERIOR ELECTRICAL DEVICES AND EQUIPMENT SHALL BE WEATHERPROOF TYPE.

25. NO CONDUIT RUNS WILL BE ALLOWED IN CONCRETE SLAB.

ALL CONDUITS WILL BE PLACED IN THE HUNG CEILING
UNLESS SPECIFICALLY INDICATED TO BE UNDERGROUND.

26. LIGHTING, POWER, TELEPHONE AND COMMUNICATIONS
OUTLETS SHALL NOT BE PLACED BACK TO BACK.

27. CONTACT UTILITY COMPANIES FOR SCOPE OF WORK PRIOR
TO SUBMITTING BID; INCLUDE UTILITY CHARGES IF ANY.

28. WHERE MORE THAN (1) ONE LIGHT SWITCH OCCURS AT SAME

LOCATION, SWITCHES SHALL BE MOUNTED IN A MULTIPLE
GANG BOX UNDER A SINGLE COVER PLATE.

29. WHERE MOUNTING HEIGHTS OR DIMENSIONS OF DEVICE

LOCATIONS ARE SHOWN, CONTRACTOR SHALL CONFIRM
SUCH DIMENSIONS WITH ARCHITECTURAL DRAWINGS.

WHERE CONFLICT IN DIMENSIONS OCCUR BETWEEN

DRAWINGS, OR WHERE NO DIMENSIONS OR MOUNTING

HEIGHTS ARE INDICATED ON EITHER SET OF DRAWINGS,

CONTRACTOR SHALL VERIFY THESE ITEMS WITH ARCHITECT
IN FIELD PRIOR TO ROUGH-IN.

1. NFPA 70, NATIONAL ELECTRICAL CODE, 2023 EDITION

2.. CALIFORNIA BUILDING CODE, PART 2, TITLE 24, 2022 EDITION

3. CALIFORNIA BUILDING CODE, PART 3, TITLE 24, 2022 EDITION

4. CALIFORNIA BUILDING CODE, PART 4, TITLE 24, 2022 EDITION

5. CALIFORNIA FIRE CODE, TITLE 24, PART 9, TITLE 24, 2022 EDITION

6. NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE, 2022 EDITION

CODES & STANDARDS

30. ALL CONDUIT PENETRATIONS THROUGH FIRE RATED WALLS

AND FLOORS SHALL BE PROTECTED BY MATERIALS TESTED
IN ACCORDANCE WITH UL1479/ASTM E-814. INSTALLATION

SHALL FOLLOW MANUFACTURER'S INSTRUCTIONS AND

MAINTAIN THE FIRE RATING OF WALLS AND/OR FLOORS
AFFECTED. PROVIDE HILTI C5240 FIRESTOP SEALANT, CSFM
LISTING NO. 4060-1200:100, OR EQUIVALENT STATE FIRE
MARSHALL APPROVED AND LISTED MATERIAL. REFER TO
5/E4.1 FOR DETAIL.

31. WHERE LIGHTING FIXTURES ARE FOR LAY-IN MOUNTING IN AN

EXPOSED RUNNER TYPE OF CEILING, PROVIDE EACH
FIXTURE WITH CLIPS (4 REQUIRED) OR EQUIVALENT MEANS

TO PREVENT THE ACCIDENTAL DISENGAGEMENT OF THE
FIXTURE FROM THE CEILING. WHERE FIXTURES IN SUCH

CEILINGS ARE SQUARE OR RECTANGULAR IN SHAPE,
PROVIDE EACH FIXTURE WITH FOUR (4) #12 AWG
GALVANIZED STEEL WIRES WITHIN 3 INCHES OF EACH OF

THE CORNERS, AND SECURE TO THE BUILDING STRUCTURE
AS REQUIRED.

32. ALL CONDUCTORS SHALL BE COPPER, TYPE THHN/THWN,
U.O.N. CONDUCTORS IN CONDUIT EXPOSED ON THE ROOF
SHALL HAVE 90° INSULATION (THWN-2), #12 AND SMALLER
SHALL BE SOLID TYPE, AND #10 AWG AND LARGER SHALL BE
STRANDED.

33. TRANSFORMER INSULATION SHALL BE SUITABLE FOR 150°
AVERAGE TEMPERATURE RISE. SEE SPECIFICATIONS FOR
DETAILS.

34. ALL RECEPTACLE OUTLETS SERVING COMPUTER EQUIPMENT

SHALL HAVE A SEPARATE ISOLATED, INSULATED GROUND

WIRE - SEPARATED NEUTRAL FOR EACH CIRCUIT OR
OVERSIZE NEUTRAL (#10) FOR MULTI-CIRCUITS.

35. ALL CONDUITS SHALL BE ELECTRICAL METALLIC TUBING AND RIGID STEEL CONDUIT ONLY. PROVIDE APPROPRIATE

COUPLINGS, CONNECTORS AND OTHER FITTINGS AS
REQUIRED.

36. EMERGENCY CIRCUITS SHALL BE ENTIRELY INDEPENDENT OF

ALL OTHER WIRING AND EQUIPMENT AND SHALL NOT ENTER

SAME RACEWAY, BOXES OR CABINETS WITH OTHER WIRING
EXCEPT WHERE PROVIDED IN NEC 700-9B.

37. RECESSED FIXTURE IN FIRE RATED ASSEMBLY SHALL BE
APPROVED PRIOR TO INSTALLATION UBC-4304.

38. BOXES SHALL BE SECURED AS PER ART 370-13.

39. ALL U.L. LISTED EQUIPMENT SHALL BE INSTALLED AS PER LISTING OR LABELING (i.e. MAX. FUSE SIZE MEANS FUSE

PROTECTION REQUIRED), AND SHALL BE INSTALLED AS
APPROVED.

40. ALL EQUIPMENT SHALL BE LISTED BY AN ACCEPTED TESTING

LAB AND BEAR THE LISTING STICKER IN AN ACCESSIBLE
LOCATION.

41. SUBMIT TORQUE CERTIFICATE FOR ALL ELECTRICAL

EQUIPMENT/CONNECTIONS PRIOR TO CERTIFICATE OF
OCCUPANCY ISSUANCE.

42. CONSULT WITH DISTRICT INSPECTOR BEFORE STARTING
WORK.

43. ALL RACEWAYS/CONDUITS FOR POWER SHALL HAVE A GREEN
INSULATED GROUNDING CONDUCTOR.

44. FIRE ALARM DESIGN SHALL BE BY OTHERS. UPGRADE FIRE

ALARM SYSTEM TO ACCOMMODATE INTERIM HOUSING
LOADS. EXISTING FIRE ALARM SHALL NOT BE INTERRUPTED
THOUGH THE DURATION OF THE PROJECT. IMPAIRMENT OF

THE SYSTEM WILL REQUIRE CONTINUOUS FIRE WATCH UNTIL
IT IS RESTORED.

45. NO ATTACHMENT SHALL BE MADE WITHIN THE PROTECTED

ZONES OF LFRS (LATERAL FORCE RESISTING SYSTEM), SUCH

AS STEEL MOMENT FRAME BEAM TO COLUMN CONNECTIONS

OR STEEL BRACED FRAME BRACES AND GUSSET PLATE
CONNECTIONS. COORDINATE THE LOCATIONS OF THE
PROTECTED ZONES WITH THE SEOR.

46. PIPES OR CONDUITS SHALL NOT BE EMBEDDED IN ANY

FLOOR SLAB, WALL OR FOOTING BUT MAY BE PENETRATED
PER APPROVED PENETRATION DETAILS.

47. UNLESS SPECIFICALLY APPROVED ON THE DRAWINGS, NO

STRUCTURAL MEMBERS SHALL BE ALTERED BY CUTTING,
BORING, BRAZING, DRILLING, NOTCHING, WELDING, AND ETC.

WITHOUT THE SEOR AND DSA APPROVAL.

48. MODIFICATIONS/ALTERATIONS TO THE DSA PC (PRE-CHECK)

DRAWINGS, SUCH AS NEW OPENINGS THROUGH ROOF,

FLOOR SLAB, OR WALLS ARE NOT ACCEPTABLE UNLESS
OTHERWISE ALLOWED.

49. PROVIDE NEW OPENING REPAIR DETAILS THROUGH ROOF,
FLOOR SLABS, OR WALLS. SHOW ALL NEW FLOOR SLAB,

ROOF SLAB, OR WALL OPENINGS ON STRUCTURAL

DRAWINGS ALONG WITH ALL (E) ADJACENT OPENINGS BASE
ON THE FIELD SURVEY. PROVIDE THE SEOR'S REVIEW AND

ACCEPTANCE NOTE FOR EACH CORE LOCATION AS A PART
OF RESPONSES TO PLAN REVIEW COMMENTS.

50. PROVIDE (E) OPENING INFILL/PATCHING DETAILS THROUGH ROOF OR FLOOR SLABS OR WALLS.

51. PROVIDE FLEXIBLE CONNECTIONS TO ALL HVAC EQUIPMENT
(A/C UNIT, FANS, ETC.)

52. REGARDING PREFAB EQUIPMENT CURBS, PROVIDE OSHPD
OPM OR STRUCTURAL CALC'S BY S.E. LICENSED IN
CALIFORNIA.

53. FOR MEP DISTRIBUTED SYSTEMS (CONDUITS, DUCTS, PIPES, ETC.) THRU THE SEISMIC JOINTS, SHOW THAT FLEXIBLE
CONNECTIONS CAN ACCOMMODATE THE MAX. INELASTIC
BLDG. SEISMIC DRIFT. SEE THE SEOR.

SHEET INDEX
E1.0 ELECTRICAL NOTES, SYMBOLS AND ABBREVIATIONS
E2.0 ELECTRICAL SITE PLAN
E3.0 ELECTRICAL DEMO PLAN
E3.1 ELECTRICAL FIRST FLOOR DEMO PLAN
E4.0 ELECTRICAL RENOVATED POWER PLAN
E4.1 ELECTRICAL FIRST FLOOR LIGHTING & POWER PLANS
E5.0 ELECTRICAL RENOVATED LIGHTING PLAN
E6.0 EMERGENCY LIGHTING PHOTOMETRIC CALCULATIONS
E7.0 ELECTRICAL SINGLE LINE DIAGRAM & PANEL SCHEDULES
E8.0 ELECTRICAL DETAILS
E9.0 INTERIOR TITLE 24 CALCULATIONS
E10.0 EXTERIOR TITLE 24 CALCULATIONS

ABBREVIATIONS

AC ABOVE COUNTER

AFF ABOVE FINISHED FLOOR

AH AIR HANDLER
APS ARIZONA PUBLIC SERVICE (SERVICE UTILITY CO.)

CCTV CLOSED CIRCUIT TELEVISION (SURVEILANCE)

CU CONDENSING UNIT

DDC DIRECT DIGITAL CONTROL
(E) EXISTING TO REMAIN

EC EMPTY CONDUIT

EF EXHAUST FAN

EWC ELECTRIC WATER COOLER

EXP EXPLOSION - PROOF

FAA FIRE ALARM ANNUNCIATOR

FACP FIRE ALARM CONTROL PANEL

FC FAN COIL

G EQUIPMENT GROUNDING CONDUCTOR

GFCI GROUND FAULT CIRCUIT INTERRUPTER (PERSONNEL)

GFP GROUND FAULT PROTECTION (EQUIPMENT)

GWH GAS WATER HEATER

HWP HOT WATER CIRC PUMP

IC INTERCOM

IG ISOLATED GROUND

KS KNEE SPACE

L/C LIGHTING CONTACTOR

LTG LIGHTING

MATV MASTER ANTENNA TELEVISION

MCC MOTOR CONTROL CENTER

N NEUTRAL

NL NIGHT LIGHT

PB PULLBOX

UGPB UNDERGROUND PULLBOX
U.O.N UNLESS OTHERWISE NOTED

PNL PANELBOARD

RF RETURN AIR FAN

RH RANGE HOOD

RIO ROUGH-IN ONLY

SC SHORT CIRCUIT CURRENT RATING

SES SERVICE ENTRANCE SWITCHBOARD(S)

SF SUPPLY FAN

SMB SPECIAL SYSTEMS MOUNTING BOARD

SPD SURGE PROTECTIVE DEVICE

SWD SWITCHBOARD

SUSE SUITABLE ONLY FOR USE AS SERVICE EQUIPMENT

TMB TELEPHONE MOUNTING BOARD

TR TAMPER RESISTANT

TV TELEVISION

UH UNIT HEATER

VR VANDAL RESISTANT

WG WIREGUARD
WP WEATHERPROOF (NEMA-3R)
F
S

ELECTRICAL SPECIFICATIONS

9. DEMOLITION

10. EXECUTION
SECTION 260533 - RACEWAYS AND BOXES

11. MATERIAL AND INSTALLATION
SECTION 260553 - ELECTRICAL IDENTIFICATION

1. SCOPE

6. GUARANTEE

5. AS BUILT

4. SERVICE CONTINUITY

3. COORDINATION

2. VERIFYING EXISTING CONDITIONS

7. SHOP DRAWINGS

THE DRAWINGS AND THESE SPECIFICATIONS DESCRIBE THE
SYSTEMS. FURNISH ALL MATERIALS AND DO ALL WORK
REQUIRED BY THE DRAWINGS AND SPECIFICATIONS. UNLESS

SPECIFICALLY NOTED TO THE CONTRARY, FURNISH AND INSTALL

ALL NEW MATERIAL AND EQUIPMENT AS REQUIRED TO PRODUCE
A COMPLETE OPERATING SYSTEM.

BEFORE SUBMITTING BID, BECOME THOROUGHLY FAMILIAR WITH
ACTUAL EXISTING CONDITIONS AT THE BUILDING. THE INTENT OF

THE WORK IS SHOWN ON THE DRAWINGS AND DESCRIBED
HEREINAFTER. BY THE ACT OF SUBMITTING A BID PROPOSAL

FOR WORK, THE CONTRACTOR SHALL BE DEEMED TO HAVE MADE

SUCH A STUDY AND EXAMINATION AND TO ACCEPT ALL
CONDITIONS PRESENT AT THE SITE. NO REQUEST FOR

ADDITIONAL PAYMENT SHALL BE CONSIDERED AS VALID, DUE TO FAILURE TO ALLOW FOR CONDITIONS WHICH MAY EXIST.

COORDINATE ALL WORK WITH OTHER TRADES. OBTAIN ALL

DRAWINGS THAT WILL REQUIRE COORDINATION AND PROVIDE

ALL ELECTRICAL CONNECTIONS REQUIRED WHETHER SHOWN ON
ELECTRICAL DRAWINGS OR NOT.

CONSIDERATION TO THE OWNER AND ENGINEER PRIOR TO THE
BID IN WRITING. ALL SUBSTITUTIONS MUST BE REVIEWED BY THE ENGINEER. SUCH REVIEW SHALL NOT RELIEVE THE

CONTRACTOR FROM COMPLYING WITH THE REQUIREMENTS OF
THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR SHALL

BE RESPONSIBLE AT HIS OWN EXPENSE FOR ANY CHANGES

RESULTING FROM HIS PROPOSED SUBSTITUTIONS WHICH

AFFECT OTHER PARTS OF HIS OWN WORK OR THE WORK OF
OTHER CONTRACTORS.

ALL WORK AND MATERIAL SHALL CONFORM TO THE LATEST

RULES OF THE GOVERNING ELECTRICAL CODE AND

INSTALLATION SHALL BE OF THE LATEST INDUSTRY STANDARDS
OF WORKMANSHIP.

ALL MATERIALS SHALL BE NEW AND LISTED BY UNDERWRITERS
LABORATORY (U.L.), OR ANOTHER ACCEPTABLE INDEPENDENT
TESTING LABORATORY.

LOCATIONS OF ELECTRICAL EQUIPMENT, J-BOXES, AND CONDUIT RUNS SHOWN ON THE DRAWINGS ARE APPROXIMATE. FIELD

VERIFY FOR EXACT LOCATION AND ROUTING OF EXISTING

EQUIPMENT AND COORDINATE ALL NEW WORK WITH THE OTHER
DISCIPLINES TO AVOID CONFLICTS.

THIS CONTRACTOR IS TO OBTAIN AND REFER TO H.V.A.C.,

PLUMBING AND OTHER DRAWINGS AND PROVIDE ALL CONTROL
WIRING, RELAYS, STARTERS, TIME SWITCHES, CONDUITS, ETC.

INDICATED THEREON AS BEING PROVIDED UNDER THE
ELECTRICAL WORK.

UNINTERRUPTED SERVICES, INCLUDING LIFE SAFETY SYSTEMS

WHERE APPLICABLE, SHALL BE MAINTAINED TO ALL PARTS OF
THE BUILDING OTHER THAN WORK AREAS. SCHEDULE

SHUTDOWNS WITH THE OWNER, TO MAKE ALTERATIONS AND/OR
ADDITIONS TO MAIN SWITCHGEAR, ASSEMBLIES, FEEDERS.

PROVIDE ANY TEMPORARY SERVICES AS MAY BE REQUIRED.

REQUESTS FOR SHUTDOWN SHALL BE MADE AT LEAST 72 HOURS

IN ADVANCE TO THE OWNER AT WHICH TIME THE OWNER SHALL
SCHEDULE THE EXACT TIME AND DATE. IDENTIFY AT BID TIME,

ALL WORK TO BE DONE ON PREMIUM TIME AND TOTAL OVERTIME
MANHOURS REQUIRED FOR COMPLETION.

EFFECTIVELY BOND ELECTRICAL CABINETS, ENCLOSURES, AND

CONDUIT RACEWAY TO CODE APPROVED GROUNDS AS PARTS OF
CONTINUOUS GROUNDING SYSTEM.

IDENTIFY FEEDERS WITH THE CORRESPONDING CIRCUIT

DESIGNATION AT THE OVERCURRENT DEVICE, LOAD END, AND IN PULLBOXES.

PROVIDE RECORD DRAWINGS TO THE OWNER WITH ALL

CHANGES NOTED THEREON AT THE COMPLETION OF THE
PROJECT. RECORD DRAWINGS SHALL BE SIGNED AND DATED BY
CONTRACTOR.

CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE ALL LABOR

AND MATERIALS ON ALL WORK AGAINST DEFECTS IN

WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR,
EXCEPT FOR LIGHTING FIXTURE LAMPS.

IDENTIFY BRANCH CIRCUITS WITH CORRESPONDING CIRCUIT

DESIGNATION AT THE OVERCURRENT DEVICE, AT ALL SPLICES,
AND IN JUNCTION BOXES.

MARK CIRCUIT DESIGNATION ON ALL JUNCTION BOX COVERS.

CIRCUIT DESIGNATION MEANS PANEL DESIGNATION AND CIRCUIT NUMBER, I.E.,G650-1.

INSTALLATION OF 600 VOLT CONDUCTORS: CONDUCTORS SHALL
BE CONTINUOUS BETWEEN OUTLETS OR JUNCTION BOXES. MAKE

SPLICES IN OUTLET BOXES, PULLBOXES OR PANELBOARD
GUTTERS. DO NOT SPLICE PANELBOARD FEEDERS.

COORDINATE ALL DEMOLITION WITH THE NEW REQUIREMENTS
TO ASSURE THAT EXISTING EQUIPMENT, WIRING, ETC., THAT IS

REQUIRED FOR A COMPLETE AND OPERABLE SYSTEM IS NOT
REMOVED.

NOTIFY THE OWNER IMMEDIATELY WHEREVER EXISTING

EQUIPMENT IS ENCOUNTERED WHICH MUST BE RELOCATED DUE

TO THE NEW CONSTRUCTION, WHEN NOT INDICATED IN THE
DRAWINGS.

ALL REMOVED MATERIALS AND EQUIPMENT WHICH ARE
SALVAGEABLE SHALL REMAIN THE PROPERTY OF THE OWNER.

DELIVER SUCH SALVAGED MATERIALS AND EQUIPMENT ON THE

PREMISES AS DIRECTED BY OWNER, AND NEATLY PILE OR STORE THEM AND PROTECT FROM DAMAGE. REMOVE FROM PREMISES

AND DISPOSE OF ALL MATERIALS CONSIDERED BY THE OWNER
TO BE SCRAP.

CAREFULLY PROTECT ALL WALLS, TRIM, FLOORS, EQUIPMENT,
UTILITY LINES AND MATERIALS. WHEN WORKING ON FINISHED

SURFACES, LIMIT DAMAGE TO THE CONFINED SPACE AND

RESTORE TO THE ORIGINAL CONDITION ALL SURFACES WHICH
ARE DAMAGED BECAUSE OF THE INSTALLATION OF THIS WORK.

EQUIPMENT, MATERIALS AND SUPPLIES REMOVED FOR
PROTECTION SHALL BE REPLACED IN ORIGINAL LOCATIONS. ANY

MATERIALS DAMAGED SHALL BE REPLACED WITH NEW
MATERIALS OF LIKE KIND AND QUALITY AT NO COST TO OWNER.

DO ALL CUTTING AND PATCHING OF FLOORS, WALLS, CEILINGS, ETC., TO MATCH EXISTING. SCHEDULE CUTTING AND PATCHING
OF FLOORS WITH THE OWNER. CORE DRILLING FOR CONCRETE
WILL BE THE ONLY METHOD PERMITTED.

ANY EXISTING CONDUITS, PIPING, ETC. DAMAGED DURING THE

PROCESS OF CONSTRUCTION SHALL BE INSTALLED AND/OR

RECONNECTED AS REQUIRED FOR A COMPLETE AND OPERABLE
SYSTEM. NO ADDITIONAL CHARGES WILL BE ALLOWED FOR ANY

EQUIPMENT WHICH IS DAMAGED BY THIS CONTRACTOR DUE TO

THE INSTALLATION OF THE WORK OR FOR PUTTING EXISTING
SYSTEMS BACK INTO A COMPLETE OPERATING CONDITION.

PAINT ALL NEW EXPOSED ELECTRICAL RACEWAYS, CABINETS,

ENCLOSURES AND FITTINGS TO MATCH ADJACENT SURFACES IN
FINISHED AREAS.

SEAL ALL PENETRATIONS THROUGH FIRE RATED WALLS,
CEILINGS, FLOORS, ETC., TO MAINTAIN THE FIRE RATING.

FURNISH AND INSTALL FIRE RATED ENCLOSURES FOR ALL

EQUIPMENT PENETRATING INTO FIRE RATED ENVELOPES,
SPACES, ETC.

ALL EQUIPMENT TO BEAR U.L. LABEL OR THAT OF ANOTHER
ACCEPTABLE TESTING LABORATORY. SHOP DRAWINGS MUST BE

STAMPED BY THE CONTRACTOR FOR CONFORMANCE PRIOR TO
SUBMITTING. SUBMITTALS SHALL INCLUDE THE PROJECT NAME
AND CONTRACTORS NAME. SUBMIT SIX SETS OF SHOP

DRAWINGS AND AWAIT ENGINEERING REVIEW COMMENTS PRIOR

TO PURCHASING ALL PANELBOARDS, LIGHTING FIXTURES AND

LENSES, POWER DISTRIBUTION UNITS, CONTRACTORS, AND
DISCONNECT SWITCHES.

SECTION 260010 - BASIC ELECTRICAL REQUIREMENTS
END OF SECTION 260533
END OF SECTION 260553
END OF SECTION 260519
SECTION 260526 - GROUNDING

ALL FEEDERS AND BRANCH CIRCUIT WIRING SHALL HAVE

INSULATED EQUIPMENT GROUNDING CONDUCTOR SIZED PER
CEC.

END OF SECTION 260526
SECTION 260519 - CONDUCTORS

DELIVER ALL CONDUCTORS TO THE JOB SITE IN ORIGINAL
UNBROKEN CARTON OR REEL, PROPERLY TAGGED WITH U.L.

LABEL SIZE, TYPE, MANUFACTURER'S TRADE NAME AND THE
DATE MANUFACTURED (MUST BE MANUFACTURED WITHIN 6
MONTHS).

PROVIDE COPPER CONDUCTORS. #12 AWG MINIMUM, UNLESS
SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. PROVIDE
SOLID CONDUCTORS, #10 AWG AND SMALLER UNLESS
OTHERWISE NOTED. PROVIDE STRANDED CONDUCTORS, #8 AWG
AND LARGER UNLESS OTHERWISE NOTED. AT EQUIPMENT
SUBJECT TO VIBRATION, USE STRANDED CONDUCTORS.

USE CONDUCTORS WITH THHN/THWN 600 VOLTS INSULATION.

8. CONTRACTOR BID

CONTRACTOR'S BID SHALL BE BASED ON ALL WORK SHOWN ON
THE PLANS AND AS SPECIFIED. ALL PREMIUM TIME COSTS
REQUIRED SHALL BE INCLUDED IN THE BID. IF CONTRACTOR

PROPOSES TO SUBSTITUTE FOR EQUIPMENT SPECIFIED, HE

SHALL SUBMIT HIS REQUEST FOR

12. MATERIAL AND INSTALLATION

FURNISH ALL LABOR AND TEST EQUIPMENT AND SYSTEMS
REQUIRED UNDER THIS DIVISION.

TEST CIRCUITS FOR GROUNDS OR SHORTS. REPAIR DEFECTIVE
WIRING AS REQUIRED.

TEST CIRCUIT CONNECTED TO EQUIPMENT AT PANEL BOARD FOR
PROPER OPERATION.

UPON COMPLETION OF WORK, MAKE FINAL INSPECTION,

OPERATE EQUIPMENT UNDER NORMAL CONDITIONS, TO
SATISFACTION OF ENGINEER.

UPON COMPLETION OF WORK, PROVIDE WRITTEN CERTIFICATION

THAT ALL SYSTEMS ARE FUNCTIONING PROPERLY WITHOUT
DEFECTS.

ELECTRICAL METALLIC TUBING:STEEL, HOT DIPPED OR ELECTROGALVANIZED, MANUFACTURER: ALLIED ,WESTERN, OR APPROVED EQUAL.

CONDUIT FITTINGS: EMT FITTINGS - STEEL TYPE ONLY (DIE CAST

TYPE NOT ACCEPTABLE) CONNECTORS WITH INSULATED
THROAT. STRAPS - MALLEABLE IRON, ONE HOLE, HOT DIPPED
GALVANIZED. T&B 1200 OR 4100 SERIES. SPACERS - T&B 400
SERIES.

METAL CONDUIT: FOR EXPOSED OUTDOOR AREA, USE RIGID
STEEL CONDUIT (GRC): ANSI C80.1, INTERMEDIATE METAL
CONDUIT (IMC): RIGID STEEL. FITTINGS: ANSI/NEMA FB 1; ALL STEEL FITTINGS. USE INSULATED STEEL BUSHINGS WITH LUG
WHERE GROUND CONNECTIONS ARE REQUIRED. USE PLASTIC
BUSHINGS FOR NON-BONDING APPLICATIONS. SET SCREW
FITTINGS ARE NOT PERMITTED. DIE CAST OR PRESSURE CAST
FITTINGS ARE NOT PERMITTED. CONDUIT BODIES: ANSI/NEMA FB 1; STEEL OR MALLEABLE IRON.

FLEXIBLE METAL CONDUIT: DESCRIPTION: INTERLOCKED STEEL
CONSTRUCTION. FITTINGS: ANSI/NEMA FB 1; ALL STEEL FITTINGS.

PROVIDE INSULATED THROAT CONNECTORS. PROVIDE
WATERTIGHT SEAL AT OUTDOOR TERMINATION.

OUTLET BOXES AND COVERS: IN GENERAL - GALVANIZED

ONE-PIECE TYPE, NUMBER OF GANGS AS REQUIRED, AND WITH
BOX COVER TO SUIT FINISH. MANUFACTURER: STEEL CITY,

RACO, BOWERS, APPLETON, CROUSE-HINDS, KILLARK,
PYLE-NATIONAL, OR APPROVED EQUAL. JUNCTION BOXES FOR
INTERIOR WORK: STANDARD OUTLET BOXES (4 INCHES SQUARE
MINIMUM) WHERE POSSIBLE. WHERE OTHER THAN STANDARD

OUTLET BOXES ARE REQUIRED, USE CODE GAUGE SHEET BOX
WITH SCREW COVER OF TYPE TO SUIT.

SECTION 262726 - SWITCHES AND RECEPTACLES
PROVIDE 20 AMP NEMA RATED SWITCHES AND RECEPTACLES OF
SPECIFICATION GRADE. ALL SWITCHES SHALL BE RATED FOR 125 VOLT AND RECEPTACLES SHALL BE NEMA 5-20R, UNLESS
OTHERWISE NOTED. DEVICE BODY SHALL BE WHITE PLASTIC,
EXCEPT THAT EMERGENCY RECEPTACLES SHALL BE RED.

SPECIAL RECEPTACLES SHALL MATCH THE EQUIPMENT AS
LISTED. ALL COVERPLATES SHALL BE CAMPUS STANDARD
STAINLESS STEEL. WIRING DEVICES SHALL BE WHITE
(CONNECTED TO NORMAL POWER) AND RED (CONNECTED TO
EMERGENCY POWER). MOUNT RECEPTACLES IN THE VERTICAL
POSITION WITH THE GROUND PIN UP UNLESS OTHERWISE NOTED.

WRITE THE CIRCUIT NUMBER ON THE FRONT SIDE OF THE DEVICE BODY WITH PERMANENT BLACK MARKER (SHARPIE). LOCATE SO
THAT COVER PLATE CONCEALS NUMBER. USE A FINE POINT
BLACK PERMANENT MARKING PEN. IDENTIFY BY NOTING
PANELBOARD AND CIRCUIT NUMBER; FOR EXAMPLE, “HA1-16”.

PROVIDE INSCRIBED COVERPLATES FOR ALL RECEPTACLES AND

SWITCHES WITH PANEL CIRCUIT NUMBER (FOR EXAMPLE
“HA1-16”).

1. 2.

3. END OF SECTION 262726

THE EXACT LOCATION OF ALL ELECTRICAL DROPS AND CONDUIT

DROPS SHALL BE ADJUSTED TO CLEAR LIGHTS, DIFFUSERS,
DUCTS, ETC. COORDINATE LOCATION WITH USER.

4. SECTION 262200 - LOW VOLTAGE TRANSFORMERS
DESCRIPTION: FACTORY-ASSEMBLED AND -TESTED, AIR-COOLED
UNITS FOR 60-HZ SERVICE.

CORES: GRAIN-ORIENTED, NON-AGING SILICON STEEL.

COILS: CONTINUOUS WINDINGS WITHOUT SPLICES EXCEPT FOR
TAPS.

INTERNAL COIL CONNECTIONS: BRAZED OR PRESSURE TYPE.

COIL MATERIAL: ALUMINUM.

COMPLY WITH NEMA ST 20, AND LIST AND LABEL AS COMPLYING WITH UL 1561.

CORES: ONE LEG PER PHASE.

ENCLOSURE: VENTILATED, NEMA 250, TYPE 2.

CORE AND COIL SHALL BE ENCAPSULATED WITHIN RESIN
COMPOUND, SEALING OUT MOISTURE AND AIR.

TWO 2.5 PERCENT TAPS ABOVE AND FOUR 2.5 PERCENT TAPS
BELOW NORMAL FULL CAPACITY.

INSULATION CLASS: 220 DEG C, UL-COMPONENT-RECOGNIZED
INSULATION SYSTEM WITH A MAXIMUM OF150 DEG C RISE ABOVE 40 DEG C AMBIENT TEMPERATURE.

ENERGY EFFICIENCY FOR TRANSFORMERS COMPLYING WITH
THE U.S. DEPARTMENT OF ENERGY (DOE) 2016 CFR TITLE 10,
CHAPTER 11, PART 431.

LOW-SOUND-LEVEL REQUIREMENTS: MINIMUM OF 3 DBA LESS
THAN NEMA ST 20 STANDARD SOUND LEVELS WHEN FACTORY
TESTED ACCORDING TO IEEE C57.12.91.

MANUFACTURER: SCHEDULE D, EATON OR APPROVED EQUAL
NAMEPLATES: ENMGRAVED, LAMINATED-PLASTIC OR METAL

NAMEPLATE FOR EACH DISTRIBUTION TRANSFORMER, MOUNTED
WITH CORROSION-RESISTANT SCREWS.

TEST AND INSPECT TRANSFORMERS ACCORDING TO IEEE
C57.12.91. PERFORM VISUAL AND MECHANICAL INSPECTION AND

ELECTRICAL TEST STATED IN NETA
ACCEPTANCE TESTING SPECIFICATION. CERTIFY COMPLIANCE
WITH TEST PARAMETERS.

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

SCOPE OF WORK

1. REMOVE ALL LIGHTING FIXTURES AND RECEPTACLES EXCEPT FOR ELECTRICAL ROOM.

2. ADD NEW LIGHTING FIXTURES AND RECEPTACLES FOR MULTI PURPOSE ROOM, COMPUTER AREA, GYM, KITCHENETTE RESTROOM, STORAGE & RESTROOM IN FIRST FLOOR.

3. ADD A NEW 120/208V ELECTRICAL PANEL.

ELECTRICAL NOTES, SYMBOLS AND ABBREVIATIONS E1.0
1 1
1

SOUTH TAYLOR AVENUE

MONTEBELLO

SENIOR CENTER

AREA OF WORK
(GROUND FLOOR)
(E) "MSA"
(E) "MSB"
(E) "MS"
(E) TRANSFORMER "STA"
112.5 KVA
(E) "SHA"

MONTEBELLO

SENIOR CENTER

NOT AREA OF

WORK (GROUND
FLOOR)
(E) "SLA"
(N) "SLC"
UNDER THE SUPERVISION OF: Sheet Number:

Department of Public Works

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT

SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
P.N.: 2.1000.03
NO. DATE DESCRIPTION

REVISIONS CITY OF MONTEBELLO SENIOR CENTER REMODEL
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PR 115 S Taylor Ave, Montebello,CA 90640

CONSULTING

ENGINEERS

MECHANICAL - ELECTRICAL - PLUMBING
18528 LOCKSLEY STREET SAN DIEGO CA 92128
1 04/13/2026 REVISION 1 E&A
ELECTRICAL SITE PLAN E2.0
ELECTRICAL SITE PLAN 1

GENERAL NOTES PLAN NOTES

UP
WH

KITCHEN
MEN'S

RESTROOM

MULTI-PURPOSE
ROOM

HALLWAY

ELECTRICAL

STORAGE STORAGE

STORAGE

STORAGE

STORAGE HALLWAY
(E) PANEL"EE09" (E) PANEL
(E) 400AMP
480/277V, 3P

DISTRIBUTION
BOARD "MSA"
(E) 75KVA

TRANSFORMER
1 (E) PANEL

MULTI-PURPOSE
ROOM
UNDER THE SUPERVISION OF: Sheet Number:

Department of Public Works

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT

SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
P.N.: 2.1000.03
NO. DATE DESCRIPTION

REVISIONS CITY OF MONTEBELLO SENIOR CENTER REMODEL
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PR 115 S Taylor Ave, Montebello,CA 90640

CONSULTING

ENGINEERS

MECHANICAL - ELECTRICAL - PLUMBING
18528 LOCKSLEY STREET SAN DIEGO CA 92128
1 04/13/2026 REVISION 1 E&A
1 1
1 1
1 1
1 1
1 1
2 2 2 2
ELECTRICAL DEMO PLAN E3.0
ELECTRICAL BASEMENT DEMO FLOOR PLAN 1

GENERAL NOTES PLAN NOTES

H: 8'-4" H: 9'-2" H: 9'-2" ELECTRICAL FIRST FLOOR DEMO PLAN E3.1 ELECTRICAL FIRST FLOOR DEMO PLAN 1 PLAN NOTES UNDER THE SUPERVISION OF: Sheet Number: Department of Public Works ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA P.N.: 2.1000.03 NO. DATE DESCRIPTION REVISIONS CITY OF MONTEBELLO SENIOR CENTER REMODELCAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PR 115 S Taylor Ave, Montebello,CA 90640 CONSULTING ENGINEERS MECHANICAL - ELECTRICAL - PLUMBING 18528 LOCKSLEY STREET SAN DIEGO CA 92128 1 04/13/2026 REVISION 1 E&A 1

UP

GYM & YOGA

STORAGE

STORAGE

STORAGE

COMPUTER POOL

RESTROOM
WOMEN

RESTROOM
MEN
(E) PANEL"EE09" (E) PANEL
(E) XXX
400AMP
480/277V, 3P

DISTRIBUTION
BOARD
(E) 75KVA

TRANSFORMER
GFCI
+46"
+46"
GFCI
GFCI
+46"
+46"
(N) PANEL
"SLC"
SLC-1
1 3 3
SLC-3
SLC-2
1 1
3 3
2 2
2 2
4 SLC-4
4 4
4 SLC-5
5 5
5 SLC-6
6 6
6 6
SLC-7
7 SLC-9
9 SLC-8,10
8,10
F
15AF
30AS
WP
F
15AF
30AS
1 HP
2 HP
1 AHU
2 AHU
F
15AF
30AS
F
15AF
30AS
WP
SHA-37,39,41
SLC-11,13
SLC-20
SLC-16,18
SLC-12,14
5 SLC-15
SLC-17
15 17
GFI
GFI
14-50R
WP
SLC-19
SLC-19
19 19
WP

MULTI PURPOSE
ROOM
S
EF-1
GFCI
6 6
22 SLC-22
22 6
6 4
4 4
2 UNDER THE SUPERVISION OF: Sheet Number:

Department of Public Works

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT

SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
P.N.: 2.1000.03
NO. DATE DESCRIPTION

REVISIONS CITY OF MONTEBELLO SENIOR CENTER REMODEL
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PR 115 S Taylor Ave, Montebello,CA 90640

CONSULTING

ENGINEERS

MECHANICAL - ELECTRICAL - PLUMBING
18528 LOCKSLEY STREET SAN DIEGO CA 92128
1 04/13/2026 REVISION 1 E&A
1 2
3 4
4 ELECTRICAL RENOVATION POWER PLAN E4.0
ELECTRICAL RENOVATED BASEMENT POWER PLAN 1

GENERAL NOTES PLAN NOTES

C.H.= 9'-2" C.H.= 9'-2" OS2
$XA
$XA OS2 E4.1 ELECTRICAL POWER PLAN 2 POWER PLAN GENERAL NOTES PLAN NOTES ELECTRICAL FIRST FLOOR LIGHTING & POWER PLANS UNDER THE SUPERVISION OF: Sheet Number: Department of Public Works ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA P.N.: 2.1000.03 NO. DATE DESCRIPTION REVISIONS CITY OF MONTEBELLO SENIOR CENTER REMODELCAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PR 115 S Taylor Ave, Montebello,CA 90640 CONSULTING ENGINEERS MECHANICAL - ELECTRICAL - PLUMBING 18528 LOCKSLEY STREET SAN DIEGO CA 92128 1 04/13/2026 REVISION 1 E&A ELECTRICAL LIGHTING PLAN 1 LIGHTING PLAN GENERAL NOTES 1

UP

GYM & YOGA

STORAGE
L4GE
L4GE
L4GE L4GE
L4GE L4GE
L4GE L4GE
L4GE L4GE
L4GE
L4G L4G L4G
L4G L4G L4G
L4G L4G
L4G L4G L4G L4G
L4G L4G
L4G
L4G L4G
L4G L4G L4G L4G
L4G L4G
L4G L4G
L4G L4G L4G L4G
LDE
LDE
LDE
LDE

LDE LDE
LD LD
LD
LD
LD
LD
LD
LD
LD
LD
LD LD
LD
LD
LD
LD
LD
LD LD
LD LD
OS1
OS1 OS1
OS1
OS2
OS2
nPOD
AKEY
nPD
OS2
OS2
OS2
NPOD
AKEY
nPD
$XA
$XA
nPOD
ADX
nPD
OS1
OS3
nPOD
ADX
nPOD
ADX
nPD
$XA
(N) PANEL
"SLC"
nPOD
ADX
nPD nPD
OS1
OS1
EL1
EL1
EL1
EL1
31 SHA-35
35 35
35 SHA-31
31 31 31
31 31 31 31
31 31 31 31
31 31 31 31
31 31 31 31
31 31 31 31
31 31 31 31
31 31 31 31
31 31 31 31
31 31 31 31
33 33 33
33 33 33
33 33
33 33
33 33
33 33
33 33
33 33
33 33 33
33 33 33
33 33
33 SHA-33

MULTI PURPOSE
ROOM
$XA
X1
X1 X2 X1
31 X1
33 31
31 33
31 2 31
L2D L2D
NCM PDT 10

LOW VOLTAGE CEILING MOUNT SENSOR, PASSIVE

DUAL TECHNOLOGY, LARGE MOTION/ EXTENDED
RANGE 360 DEGREE LENS
OS1
WS

LIGHTING CONTROLS LEGEND AND DESCRIPTIONS
NCM PDT 9

LOW VOLTAGE CEILING MOUNT SENSOR, PASSIVE

DUAL TECHNOLOGY, SMALL MOTION/ STANDARD
RANGE 360 DEGREE LENS
SW1

NPODMA DX XXX

NLIGHT WIRED AESTHETIC WALLPOD,

RAISED/LOWER DIMMING WITHOUT WIRES
$XA
SO2

WSXA XX

WALL SWITCH SENSOR
NPOD
AKEY
SW5

NPODA KEY XX

WALLPOD, DIGITAL KEYSWITCH
nPD
nPD
NPP16 D EFP

POWER/RELAY PACK, OCCUPANCY CONTROLLED

DIMMING, EXTERNAL FAULT PROTECTION
nPOD
ADX
SW1

NPODMA DX XXX
nLIGHT WIRED AESTHETIC WALLPOD,

RAISED/LOWER DIMMING WITHOUT WIRES
NCM 10

LOW VOLTAGE CEILING MOUNT SENSOR, LARGE
MOTION/ EXTENDED RANGE 360 DEGREE LENSE
OS3
OS2
UNDER THE SUPERVISION OF: Sheet Number:

Department of Public Works

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT

SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
P.N.: 2.1000.03
NO. DATE DESCRIPTION

REVISIONS CITY OF MONTEBELLO SENIOR CENTER REMODEL
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PR 115 S Taylor Ave, Montebello,CA 90640

CONSULTING

ENGINEERS

MECHANICAL - ELECTRICAL - PLUMBING
18528 LOCKSLEY STREET SAN DIEGO CA 92128
1 04/13/2026 REVISION 1 E&A
1 1
1 ELECTRICAL RENOVATED LIGHTING PLAN
ELECTRICAL RENOVATED LIGHTING PLAN 1

GENERAL NOTES PLAN NOTES
E5.0

UP

GYM & YOGA

COMPUTER POOL

STORAGE

RESTROOM

RESTROOM MEN
WOMEN

STORAGE
31 31
31 31 31 31
31 31

1.5 4.5 10.3 12.9 12.4 8.5 3.2 1.4 1.8 4.7 10.6 13.31 12.9 8.9 3.4 1.3

1.8 5.1 10.1 12.4 12.1 9.0 3.7 1.5 2.0 5.2 10.6 13.0 12.7 9.5 4.0 1.6

1.6 3.9 8.9 11.5 11.0 6.9 2.9 1.4 1.8 4.0 9.5 12.3 12.0 7.9 3.5 1.8

1.4 2.4 4.3 6.1 5.6 3.6 2.0 1.4 1.4 2.3 4.2 7.3 7.0 5.0 3.5 2.0

0.9 1.0 1.1 1.2 1.3 1.4 1.7 2.3 2.7 2.6 2.1 1.7 1.5 1.4 1.6 4.7 4.8 4.4 3.9 3.6

1.1 1.2 1.3 1.5 1.6 1.8 1.9 2.0 2.1 2.1 2.0 1.9 1.8 1.7 1.6 5.0 5.4 5.4 5.1 4.9 5.1 5.4 5.5 5.1 4.3 3.3 2.5 2.0

1.3 1.4 1.6 1.9 2.2 2.4 2.5 2.6 2.6 2.6 2.6 2.6 2.5 2.3 2.1 1.8 6.4 7.0 7.0 6.4 6.0 6.2 6.7 7.0 6.5 5.3 3.9 2.9 2.2

1.6 1.8 2.1 2.5 3.0 3.4 3.6 3.6 3.5 3.5 3.6 3.6 3.5 3.2 2.8 2.3 7.2 8.1 8.0 7.2 6.6 6.8 7.5 7.9 7.3 5.8 4.3 3.1 2.4

1.9 2.2 2.7 3.4 4.2 4.9 5.2 5.2 4.9 4.8 4.9 5.1 5.0 4.5 3.7 3.1 7.0 7.8 7.8 7.0 6.4 6.6 7.2 7.5 6.9 5.6 4.1 3.0 2.4

2.3 2.8 3.4 4.4 5.7 6.8 7.2 7.0 6.4 6.2 6.6 7.0 6.8 6.0 4.8 3.7 5.9 6.5 6.5 6.0 5.6 5.7 6.1 6.2 5.8 4.8 3.6 2.8 2.2

2.8 3.4 4.3 5.5 7.1 8.5 9.0 8.6 7.9 7.5 8.0 8.5 8.3 7.1 5.6 4.3 4.5 5.0 5.0 4.8 4.6 4.6 4.7 4.7 4.4 3.8 3.1 2.5 2.1

3.4 4.1 5.2 6.5 8.0 9.3 9.8 9.4 8.8 8.4 8.7 9.0 8.6 7.4 5.8 4.4 3.6 3.9 4.0 3.9 3.8 3.8 3.8 3.7 3.5 3.1 2.6 2.2 1.9

4.0 5.1 6.3 7.4 8.5 9.3 9.6 9.6 9.3 9.0 8.9 8.7 7.9 6.7 5.3 4.1 3.2 3.4 3.5 3.6 3.5 3.5 3.4 3.3 3.1 2.8 2.4 2.1 1.9

4.7 6.0 7.4 8.4 8.9 9.0 9.1 9.4 9.7 9.5 8.9 8.0 6.8 5.6 4.5 3.7 3.3 3.6 3.7 3.7 3.6 3.6 3.6 3.5 3.2 2.9 2.5 2.2 1.9

5.0 6.6 8.2 9.0 8.9 8.6 8.5 9.0 9.7 9.6 8.7 7.2 5.7 4.6 3.7 3.0 4.0 4.4 4.5 4.3 4.2 4.2 4.3 4.2 3.9 3.4 2.9 2.4 2.0

4.9 6.4 7.8 8.5 8.2 7.7 7.6 8.2 8.8 8.8 7.8 6.3 4.8 3.8 3.0 2.6 5.2 5.7 5.8 5.5 5.1 5.2 5.5 5.5 5.1 4.3 3.4 2.7 2.2

4.2 5.4 6.4 6.9 6.8 6.3 6.2 6.7 7.1 7.1 6.3 5.1 3.9 3.1 2.5 2.1 6.6 7.3 7.3 6.7 6.1 6.2 6.8 7.0 6.5 5.3 4.0 2.9 2.3

3.3 4.1 4.7 5.0 5.0 4.8 4.7 5.0 5.2 5.1 4.6 3.8 3.0 2.5 2.0 1.8 7.4 8.4 8.2 7.4 6.7 6.8 7.5 7.9 7.3 5.9 4.3 3.1 2.4

2.5 2.9 3.3 3.5 3.5 3.5 3.5 3.6 3.6 3.5 3.2 2.8 2.3 1.9 1.7 1.5 7.1 8.0 7.9 7.1 6.4 6.5 7.1 7.5 7.0 5.7 4.1 3.0 2.3

1.9 2.1 2.3 2.5 2.5 2.5 2.6 2.6 2.6 2.5 2.3 2.0 1.8 1.5 1.4 1.3 6.0 6.7 6.7 6.1 5.5 5.5 5.9 6.1 5.8 4.8 3.6 2.7 2.1

1.5 1.6 1.8 1.8 1.9 1.9 1.9 1.9 1.9 1.8 1.7 1.6 1.4 1.3 1.1 1.0 4.6 5.1 5.2 4.9 4.3 4.3 4.4 4.4

1.2 1.3 1.4 1.5 1.5 1.6 1.6 1.6 1.5 1.5 1.4 1.3 1.2 1.1 1.0 0.9 1.9 3.2 3.4 3.3

0.6 0.7 0.7 0.7 0.7 0.6 0.6 0.5

0.8 0.8 0.9 0.8 0.8 0.7 0.7 0.6

1.1 1.2 1.2 1.2 1.1 1.0 0.8 0.7

1.5 1.7 1.8 1.7 1.5 1.3 1.1 0.9

2.3 2.6 2.7 2.6 2.2 1.8 1.4 1.2

3.4 4.0 4.2 3.9 3.1 2.4 1.8 1.4

4.5 5.5 5.8 5.3 4.2 3.0 2.1 1.6

5.3 6.5 6.9 6.3 4.8 3.4 2.3 1.7

5.2 6.4 6.8 6.2 4.8 3.4 2.3 1.7

4.5 5.4 5.7 5.2 4.1 3.0 2.1 1.6

3.4 4.1 4.3 4.0 3.2 2.4 1.8 1.4

0.5 0.6 0.7 0.3 1.4 1.3 1.1 1.0

0.6 0.7 0.8 1.0 1.2 1.6 1.9 2.1 2.0 2.0 1.7 1.4 1.2

0.7 0.9 1.1 1.4 1.9 2.6 3.2 3.6 3.5 3.0 2.3 1.8 1.5

0.8 1.0 1.3 1.7 2.4 3.3 4.4 5.0 4.9 4.2 3.1 2.3 1.7

1.0 1.1 1.5 2.0 2.8 4.0 5.4 6.4 6.2 5.2 3.7 2.6 1.9

1.1 1.3 1.6 2.2 3.0 4.3 5.8 6.8 6.7 5.5 4.0 2.8 2.0

1.2 1.4 1.8 2.3 3.1 4.1 5.4 6.1 6.0 5.0 3.7 2.6 2.0

1.3 1.6 2.0 2.5 3.1 3.8 4.5 4.9 4.7 4.0 3.1 2.3 1.8

1.5 1.9 2.3 2.8 3.4 3.8 4.0 4.0 3.7 3.1 2.5 2.0 1.6

1.8 2.2 2.9 3.6 4.1 4.3 4.1 3.7 3.1 2.6 2.1 1.7 1.4

2.0 2.6 3.6 4.6 5.4 5.4 4.8 3.8 3.0 2.3 1.8 1.5 1.3

2.2 2.9 4.1 5.5 6.5 6.5 5.5 4.1 2.9 2.2 1.7 1.3 1.1

2.2 3.0 4.3 5.7 6.8 6.7 5.6 4.1 2.8 2.0 1.5 1.2 1.0

2.1 2.7 3.8 5.1 5.9 5.8 4.9 3.6 2.6 1.8 1.4 1.1 0.9

1.8 2.3 3.1 3.9 4.5 4.4 3.8 2.9 2.2 1.6 1.2 1.0 0.8

1.5 1.9 2.4 2.9 3.2 3.2 2.8 2.3 1.8 1.4 1.1 0.9 0.7

2.4 7.0 11.9 13.2

2.9 8.1 11.2 12.6

2.3 6.4 11.0 12.2

1.3 3.0 5.6 6.6

6.0 9.9 10.0 6.5

9.4 12.1 12.2 9.8

9.4 12.1 12.2 9.9

6.1 10.0 10.2 6.6

1.3 4.1 10.2 13.1 13.2

1.4 4.4 10.0 12.6 12.9

7.4 10.8 10.7

2.9 4.5 4.3

0.9 1.3 1.2

5.9 7.6 5.9

11.4 12.9 11.4

11.3 12.8 11.3

11.4 13.0 11.4

6.0 7.7 6.0
UNDER THE SUPERVISION OF: Sheet Number:

Department of Public Works

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT

SHOWN OR IN A LOCATION DIFFERENT FROM WHAT IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT

LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO START OF WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICES. BEFORE EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND UTILITIES SERVICE ALERT AT 1 (800) 422-4133.

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
P.N.: 2.1000.03
NO. DATE DESCRIPTION

REVISIONS CITY OF MONTEBELLO SENIOR CENTER REMODEL
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PR 115 S Taylor Ave, Montebello,CA 90640

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ENGINEERS

MECHANICAL - ELECTRICAL - PLUMBING
18528 LOCKSLEY STREET SAN DIEGO CA 92128
1 04/13/2026 REVISION 1 E&A

EMERGENCY LIGHTING PHOTOMETRIC CALCULATIONS
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