AGENDA
ALISO VIEJO CITY COUNCIL
WEDNESDAY, NOVEMBER 6, 2024
6:00 PM CLOSED SESSION
7:00 PM REGULAR MEETING
CITY HALL
COUNCIL CHAMBERS
12 JOURNEY
ALISO VIEJO, CA
Mayor Mike Munzing
Mayor Pro Tem Tiffany Ackley
Councilmember Ross Chun
Councilmember Max Duncan
Councilmember Richard Hurt
WELCOME to the City of Aliso Viejo City Council meeting. Those persons wishing to address the City Council are requested to complete and submit to the City Clerk a “Request to Address City Council” form available at the entrance to the City Council Chambers. Speakers will be called at the appropriate time as their interested matter is heard. COMMENTS WILL BE LIMITED TO THREE MINUTES PER SPEAKER. Council proceedings are recorded.
It is the City's intention to comply with the Americans with Disabilities Act (ADA) . If you need special assistance to participate in the meeting, the City will make reasonable arrangements to ensure accessibility and/or accommodations. [28 CFR 35.102-35.104 ADA Title II] Please contact the City Clerk's Office at (949) 425-2505 at least 48 hours prior to the meeting.
Regular meetings of the City Council are held on the first and third Wednesday of the month at the City Hall Council Chambers, 12 Journey, Aliso Viejo. Copies of the agenda are available in the lobby at City Hall on the Thursday preceding a regularly scheduled City Council meeting. All communications received by the City regarding an agenda item have been included in the agenda materials. Supplemental documents relating to specific agenda items, including communications received after agenda delivery, are presented at the dais and in the Public Copy agenda binder at the time of the meeting. Supplemental documents are also available for review in the City Clerk's office, 12 Journey, Aliso Viejo. For more information, please contact City Hall at (949) 425- 2505.
This meeting will be broadcast live on Cox Communications Channel 851, AT&T U-Verse Channel 99 and the City's website. By attending the City Council Meeting, you are giving your permission to be televised. The Council Meetings are rebroadcast on Wednesday at 7:00 p.m. on Cox Communications Channel 851, AT&T U-Verse Channel 99, and can be viewed on the internet at www.avcity.org.
MITZI ORTIZ SCOTT C. SMITH LAUREN TORRES
CITY MANAGER CITY ATTORNEY DEPUTY CITY CLERK
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PLEASE SILENCE ALL CELL PHONES AND OTHER
ELECTRONIC EQUIPMENT WHILE CITY COUNCIL IS IN SESSION
CALL TO ORDER: Convene Special Meeting
PUBLIC COMMENTS:
CLOSED SESSION:
CONFERENCE WITH LEGAL COUNSEL - ANTICIPATED LITIGATION
Significant exposure to litigation pursuant to Government Code section 54956.9(d)(2) Number of potential cases: 2
CALL TO ORDER: Convene Regular Meeting
ROLL CALL
PLEDGE OF ALLEGIANCE:
REPORT FROM CLOSED SESSION:
1. SPECIAL PRESENTATIONS:
1.1 RECOGNITION OF EMMA MODEER, PRESIDENT'S BRONZE VOLUNTEER
SERVICE AWARD RECIPIENT
2. ADDITIONS, DELETIONS, REORDERING TO THE AGENDA:
3. COMMUNITY INPUT:
Members of the public wishing to address the City Council are requested to complete and submit to the City Clerk a "Request to Address City Council" form available at the entrance to the City Council Chambers. In compliance with the Brown Act, no discussion or action may be taken on comments received at this time, except the City Council may briefly respond to statements made or questions posed. Comments are limited to three (3) minutes per speaker.
4. CONSENT CALENDAR:
All matters listed on the Consent Calendar will be acted upon by one vote unless members of the City Council, or staff request a matter to be discussed and/or removed from the Consent Calendar for separate action. Items removed from the Consent Calendar will be discussed and voted upon immediately following City Council action on the remainder of the Consent Calendar.
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4.1 WAIVE THE READING OF ALL ORDINANCES AND RESOLUTIONS Recommended Action: Approve the reading by title only of all ordinances and resolutions wherein the titles appear on the public agenda; said titles shall be determined to have been read by title, and further reading is waived.
4.2 APPROVAL OF MINUTES
Recommended Action: Approve the Minutes as submitted for the October 2 , 2024 Regular Meeting.
Draft Minutes - October 2, 2024 Regular Meeting
4.3 ACCOUNTS PAYABLE
Recommended Action: Ratify accounts payable checks and electronic funds transfers issued between September 13, 2024, and October 24, 2024, in the amount of $2,426,522.40.
Staff Report
Attachment 1 - Accounts Payable Report
4.4 TREASURER’S STATEMENTS – AUGUST AND SEPTEMBER 2024
Recommended Action: Receive and file the August and September 2024 Treasurer’s Statements.
Staff Report
Attachment 1 - August 2024 Treasurer’s Statement
Attachment 2 - September 2024 Treasurer's Statement
4.5 COMMUNITY FACILITIES DISTRICT NO. 2005-01 (GLENWOOD AT ALISO
VIEJO) LOCAL AGENCY SPECIAL TAX AND BOND ACCOUNTABILITY ACT COMPLIANCE (SB 165) REPORT FOR FISCAL YEAR ENDED JUNE 30, 2024 Recommended Action: For City Council to accept and file the Community Facilities District No. 2005- 01 (Glenwood at Aliso Viejo) Local Agency Special Tax and Bond Accountability Act Compliance (“SB 165”) Report for Fiscal Year June 30, 2024.
Staff Report
Attachment 1 - SB 165 Report
4.6 APPROVAL OF THE SUBMITTAL OF THE LA PAZ ROAD REGIONAL TRAFFIC
SIGNAL SYNCHRONIZATION PROJECT TO THE ORANGE COUNTY
TRANSPORTATION AUTHORITY
Recommended Action: Adopt a resolution approving the submittal of the La Paz Road Regional Traffic Signal Synchronization Project to OCTA for funding under the competitive Measure M2 Regional Traffic Signal Synchronization Program (Project P).
Staff Report
Attachment 1 - Resolution
4.7 RELEASE OF BONDS FOR THE GRADING AND LANDSCAPING
IMPROVEMENTS FOR THE CITY LIGHTS CLUBHOUSE RENOVATION
PROJECT
Recommended Action: Adopt a resolution exonerating Grading Surety Bond No.
SUR0076510 and Landscaping Surety Bond No. TIC030116 for the City Lights Clubhouse Renovation Project.
Staff Report
Attachment 1 - Resolution
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4.8 IRVINE-LAGUNA WILDLIFE CORRIDOR PARTNER CHARTER AGREEMENT Recommended Action: Authorize the City Manager to sign the Irvine-Laguna Wildlife Corridor Partner Charter, signifying the City of Aliso Viejo’s support for implementing the Irvine-Laguna Wildlife Corridor.
Staff Report
Attachment 1 - Aliso and Wood Canyons Wilderness Park Map Attachment 2 - Charter Agreement
5. PUBLIC HEARINGS:
5.1 CONDITIONAL USE PERMIT FOR AN OUTPATIENT MEDICAL USE AT 27141 ALISO CREEK ROAD (USE-2024-00009)
Recommended Action: Adopt a Resolution approving a Conditional Use Permit to operate an outpatient medical use at 27141 Aliso Creek Road (USE-2024-00009).
Staff Report
Attachment 1 - Resolution
Attachment 2 - Proposed Plans
5.2 CONCEPT PLAN REVIEW FOR A TOWNHOME COMMUNITY AT 95 ARGONAUT Recommended Action:
1. Conduct a public hearing to review and provide initial feedback on concept plans for a development proposal involving the demolition of an existing office building to accommodate the construction of a townhome community at 95 Argonaut (“Project”); and
2. Appoint two members of the City Council and establish an Ad-Hoc Committee to negotiate the terms of the Development Agreement for the Project, or direct Staff to contract with a third-party consultant to advise the City Council.
Staff Report
Attachment 1 - Concept Plans
Attachment 2 - Project Description
Attachment 3 - Presentation
6. DISCUSSION:
None.
7. CITY MANAGER' S REPORT:
8. ANNOUNCEMENTS / COUNCIL COMMENTS / COMMITTEE UPDATES:
9. ADJOURNMENT:
The next regularly scheduled City Council meeting is November 20, 2024. 4 4
Regular Meeting Minutes
CITY OF ALISO VIEJO
CITY COUNCIL MINUTES
REGULAR MEETING
OCTOBER 2, 2024, 7:00 pm
Council Chambers, City Hall, 12 Journey
Aliso Viejo, California
CALL TO ORDER: Mayor Munzing called the Regular Meeting of the City Council of the City of Aliso Viejo to order at 7:00 p.m.
ROLL CALL
PRESENT: MAYOR MIKE MUNZING
MAYOR PRO TEM TIFFANY ACKLEY
COUNCILMEMBER ROSS CHUN
COUNCILMEMBER MAX DUNCAN
COUNCILMEMBER RICHARD W. HURT
ABSENT: NONE
STAFF PRESENT: MITZI ORTIZ, ACTING CITY MANAGER
HONGDAO NGUYEN, ASSISTANT CITY ATTORNEY
LEKKINA LONG, DEPUTY CITY CLERK
ANN EIFERT, FINANCIAL SERVICES DIRECTOR
SHAUN PELLETIER, PUBLIC WORKS DIRECTOR
SO KIM, COMMUNITY DEVELOPMENT DIRECTOR
LIZZY MENDOZA, RECREATION & COMMUNITY SERVICES MANAGER
ISAAC AZIZ, INFORMATION TECHNOLOGY MANAGER
CAPT. ALAN VILLANUEVA, CHIEF OF POLICE SERVICES
PLEDGE OF ALLEGIANCE: Julie Wright led the pledge of allegiance.
1. SPECIAL PRESENTATIONS:
1.1 BUSINESS OF THE MONTH - SUSHI KIZUNA
Mayor Munzing introduced the video and presented the certificate of recognition to Owner Junko Yabe. Ms. Yabe expressed her appreciation.
2. ADDITIONS, DELETIONS, REORDERING TO THE AGENDA:
None.
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Regular Meeting Minutes
3. COMMUNITY INPUT:
1. Tom Merrit expressed opposition to the Avalon Aliso Viejo Mixed-Use Project.
2. Jeff Merrit expressed opposition to street parking on Journey.
3. Mark Vanbloem expressed opposition to the Avalon Aliso Viejo Mixed-Use Project.
4. CONSENT CALENDAR:
Unless otherwise indicated below, the following pertains to all items on the Consent Calendar.
Motion: Councilmember Hurt moved and Councilmember Duncan seconded to approve the recommended actions. Motion carried 5-0.
4.1 WAIVE THE READING OF ALL ORDINANCES AND RESOLUTIONS Recommended Action: Approve the reading by title only of all ordinances and resolutions wherein the titles appear on the public agenda; said titles shall be determined to have been read by title, and further reading is waived.
4.2 APPROVAL OF MINUTES
Recommended Action: Approve the Minutes as submitted for the September 18, 2024 Special Meeting, and the September 18, 2024 Regular Meeting.
4.3 ACCOUNTS PAYABLE
Recommended Action: Ratify accounts payable checks and electronic funds transfers issued between August 30, 2024, and September 12, 2024, in the amount of $1,265,220.03.
4.4 CONTRACT WITH GENESIS FLOOR COVERING, INC. FOR VISTA PARK
PLAYGROUND RUBBER PIP SAFETY SURFACING
Recommended Action:
1. Approve Contract Documents for Vista Park Playground Rubber PIP Safety Surfacing Project;
2. Award a contract in the amount of $57,041 to Genesis Floor Covering, Inc. as the lowest responsible bidder for Vista Park Playground Rubber PIP Safety Surfacing Project;
3. Authorize the City Manager to execute a contract with Genesis Floor Covering, Inc;
4. Authorize City staff to make total compensation to Genesis Floor Covering, Inc. up to $57,041 plus $2,852 (5% of the contract amount) to allow for contingencies, totaling $59,893; and
5. Declare this project categorically exempt from the California Environmental Quality Act (CEQA) process Per Title 14 of the California Code of Regulations, Chapter 3, Article 19, Section 15301 (Class 1: Existing Facilities). 6
Regular Meeting Minutes
4.5 CONTRACT WITH ALL AMERICAN ASPHALT FOR THE ALISO CREEK ROAD PAVEMENT REHABILITATION BETWEEN ENTERPRISE AND SR-73, AND
STRIPING OF BIKE LANES FROM ENTERPRISE TO ALISO VIEJO PARKWAY
PROJECT
Public Works Director Shaun Pelletier and Assistant City Attorney HongDao Nguyen responded to questions regarding upcoming road pavement rehabilitation, bike lane striping, and contract terms.
Recommended Action:
1. Approve Contract Documents, Specifications, and Plans for Aliso Creek Road Pavement Rehabilitation Between Enterprise to SR-73 and Striping of Bike Lanes from Enterprise to Aliso Viejo Parkway Project;
2. Award a contract in the amount of $906,749 to All American Asphalt as the lowest responsible bidder for the Aliso Creek Road Pavement Rehabilitation Between Enterprise to SR-73 and Striping of Bike Lanes from Enterprise to Aliso Viejo Parkway Project;
3. Authorize the City Manager to execute a contract with All American Asphalt;
4. Appropriate an additional $252,129.28 in Measure M2 funds to the Fiscal Year 2024- 25 Capital Improvement Plan budget;
5. Authorize City staff to make total compensation to All American Asphalt up to $906,749 plus $90,674.90 (10% of the contract amount) to allow for contingencies, totaling $997,423.90; and
6. Declare this project categorically exempt from the California Environmental Quality Act (CEQA) process Per Title 14 of the California Code of Regulations, Chapter 3, Article 19, Section 15301 (Class 1: Existing Facilities).
Motion: Councilmember Hurt moved and Councilmember Duncan seconded to approve the recommended actions. Motion carried 5-0.
4.6 AMENDMENT NO. 1 TO COOPERATIVE AGREEMENT NO. C-9-1419 FOR OCTA M2 REGIONAL TRAFFIC SIGNAL SYNCHRONIZATION PROGRAM – ALISO CREEK
CORRIDOR
Recommended Action: Approve and authorize the Mayor to execute Amendment No. 1 to Cooperative Agreement C-9-1419 with the Orange County Transportation Authority (OCTA).
5. PUBLIC HEARINGS: None.
6. DISCUSSION:
6.1 ON-STREET PARKING – JOURNEY
Acting City Manager Mitzi Ortiz introduced Public Works Director Shaun Pelletier, who provided an overview. Community Development Director So Kim and Ryan Hatch, 7
Regular Meeting Minutes
Webb’s Grainworks Chief Operating Officer, provided additional information. Staff and applicant responded to questions regarding costs, funding, and parking requirements.
Recommended Action:
1. Approve an applicant request to modify the lane configuration on Journey to allow for on-street parking; and
2. Authorize Staff to finalize parking/lane configuration and complete the work on Journey.
Motion: Councilmember Duncan moved and Councilmember Chun seconded to approve the recommended actions. Motion carried 4-1, with Mayor Pro Tem Ackley dissenting.
6.2 APPOINTMENT OF MITZI ORTIZ AS CITY MANAGER AND APPROVAL OF CITY
MANAGER EMPLOYMENT AGREEMENT
Acting City Manager Mitzi Ortiz introduced Assistant City Attorney HongDao Nguyen, who provided an overview. Council members commented on the matter.
Recommended Action:
1. That the Council appoint Mitzi Ortiz (“Ortiz”) as Aliso Viejo City Manager; and
2. That the Council approve the City Manager Employment Agreement between the City and Ortiz memorializing the terms of her employment.
Motion: Councilmember Chun moved and Councilmember Duncan seconded to approve the recommended actions, as amended, to include 3% deferred compensation.
Motion carried 5-0.
7. CITY MANAGER' S REPORT:
Acting City Manager Mitzi Ortiz expressed appreciation to the City Council and staff for their support; announced the OC Public Libraries Mobile Library to be held from 2:30 to 4:00 p.m. on October 3, 2024 at Iglesia Park Community Center; 17th Annual Orange County Senior Summit to be held from 9:00 a.m. to 1:00 p.m. on October 6, 2024, at Aliso Viejo Ranch; Aliso Viejo Health and Safety Fair to be held from 9:00 a.m. to 11:00 a.m. on Saturday, November 2, 2024, at Aliso Viejo Ranch; Annual Regional AlertOC test to be held at 10:17 a.m. on October 17, 2024, in conjunction with the Great ShakeOut; and encouraged residents to register for AlertOC and Nixle to receive emergency alerts.
8. ANNOUNCEMENTS / COUNCIL COMMENTS / COMMITTEE UPDATES:
Councilmember Chun:
Commented on OCFA hand crew accident
Commented on passing of OCFA IT Division Manager Joel Brodowski Attended Terumo Neuro Grand Opening and Ribbon Cutting Ceremony Attended the Boys & Girls Clubs of Capistrano Valley Youth of the Month Ceremony 8
Regular Meeting Minutes
Attended concert at Soka University
Commented on events at Soka University
Attended Tustin Public Schools Foundation Celebration of Schools Attended Wood Canyon Elementary School Book Fair
Attended Regus Workspaces Ribbon Cutting Ceremony
Commented on Orange County Senior Summit
Commented on Avalon Aliso Viejo Mixed-Use Project
Councilmember Duncan:
Attended Regus Workspaces Ribbon Cutting Ceremony
Attended Terumo Neuro Grand Opening and Ribbon Cutting Ceremony Announced participation in Principal for the Day at Aliso Niguel High School Councilmember Hurt:
Attended Aliso Viejo Trails and Creek Clean-Up Event
Attended OC Mosquito and Vector Control District Budget & Finance Committee Meeting Attended TCA Board of Directors Meeting
Commented on seasonal increase of mosquito activity in the region Mayor Pro Tem Ackley:
Attended Aliso Viejo Trails and Creek Clean-Up Event
Attended Capistrano Unified School District Scavenger Hunt Commented on Don Juan Avila Elementary School Boo Bash Event Encouraged residents to vote in upcoming election
Mayor Munzing:
Attended Regus Workspaces Ribbon Cutting Ceremony
Attended OC Mayors’ Prayer Breakfast
Attended OCTax Event
Attended Hispanic 100 Foundation Event
Attended Terumo Neuro Grand Opening and Ribbon Cutting Ceremony Commented on e-bike safety
9. ADJOURNMENT: Mayor Munzing adjourned the meeting at 8:17 p.m. to the regularly scheduled City Council meeting of November 6, 2024.
Respectfully submitted: Approved by:
________________________ ________________________
LEKKINA LONG MIKE MUNZING
DEPUTY CITY CLERK MAYOR
9 City of Aliso Viejo
AGENDA ITEM
DATE: November 6, 2024
TO: Mayor and City Council
FROM: Ann Eifert, Director of Financial Services
SUBJECT: ACCOUNTS PAYABLE
Recommended Action:
Ratify accounts payable checks and electronic funds transfers issued between September 13, 2024, and October 24, 2024, in the amount of $2,426,522.40.
Fiscal Impact:
Expenditures in the amount of $2,426,522.40.
Background:
The City issues accounts payable checks on a bi-weekly basis and presents it to the City Council for ratification at its next regularly scheduled City Council meeting.
Discussion:
The attached registers containing checks and electronic funds transfers issued between September 13, 2024, and October 24, 2024, for $2,426,522.40, are being presented for ratification. All payments have been made in compliance with the City’s purchasing policy and procedures. Payments have been reviewed and approved by the appropriate departmental staff. The issued accounts payable checks and electronic funds transfers have been reviewed and deemed in accordance with the fiscal year budget by the Director of Financial Services.
Attachment:
1. Accounts Payable Report
10 Accounts Payable
Vendor Name Description (Item) Amount
101 - GENERAL FUND
CALIFORNIA NEWSPAPERS PARTNERSHIP REF0011690935-9/12 ORD NO. 2024-242 4-5 POLARIS 258.34 BEST BEST & KRIEGER AUG'24 BBK MAJOR GENERAL PLAN UPDATE (SPEC PROJ) 578.00 BEST BEST & KRIEGER AUG'24 BBK AIR - COMMONS 39.00
CIVIL SOURCE, AN NV5 COMPANY AUG'24 KAISER GRADING PLAN CHECK 2,825.00 CIVIL SOURCE, AN NV5 COMPANY AUG'24 ST MARYS GRADING PLAN CHECK 135.00 CHARLES ABBOTT ASSOC INC AUG'24 CAA - AVALON BAY REVIEW - R.BEIMER 145.00 CHARLES ABBOTT ASSOC INC AUG'24 CAA - KAISER GRADING - R.BEIMER 1,450.00 CHARLES ABBOTT ASSOC INC AUG'24 CAA - CITY LIGHTS GRADING - R.BEIMER 145.00 STC TRAFFIC, INC AUG'24 TRAFFIC CONSULTANT SERVICES 1,095.00 IPERMIT MECR-2024-00196_57 TIMBERLAND_IPERMIT_CANCELLED 129.74 REPIPE1 PLMR-2024-00275_14 YARROW_REPIPE1_CANCEL PERMIT 225.62 ESKAN DEVELOPMENT GROUP CD-2024-00069_32 ENDLESS VISTA_ESKAN DEVELOPMENT 500.00 CHOICE BUILDER NOV'24 DENTAL - DD 145.88
CHOICE BUILDER NOV'24 VISION - DD 24.19
CHOICE BUILDER NOV'24 DENTAL - RH 96.90
CHOICE BUILDER NOV'24 DENTAL - RC 145.88
CHOICE BUILDER NOV'24 DENTAL INSURANCE 1,708.33
CHOICE BUILDER NOV'24 VISION - RC 24.19
CHOICE BUILDER NOV'24 VISION - RH 15.03
CHOICE BUILDER NOV'24 VISION INSURANCE 269.51
UNITED OF OMAHA LIFE INSURANCE CO. NOV'24 LIFE INSURANCE 1,489.16 CALPERS HEALTH NOV'24 CALPERS HEALTH PREMIUM 21,744.64
CALPERS HEALTH NOV'24 HEALTH PREMIUM - RC 2,195.87
CALPERS HEALTH NOV'24 HEALTH PREMIUM PEMHCA MINIMUM- RC 157.00 BEST BEST & KRIEGER SEP'24 BBK MAJOR GENERAL PLAN UPDATE (SPEC PROJ) 3,092.30 BEST BEST & KRIEGER SEP'24 BBK AIR - COMMONS 2,439.50
BEST BEST & KRIEGER SEP'24 BBK AIR - AVALON BAY 352.00
KOSMONT & ASSOCIATES SEP'24 CONSULTING SERVICES FOR AVALON BAY PROJECT 5,677.52 RJM DESIGN GROUP INC AUG'24 ENG2250/LANDSCAPE INSPECTION - CITY LIGHTS 390.00 DEPT OF CONSERVATION JUL-SEP'24 SEISMIC MAPPING FEES 3,420.92 DIVISION OF THE STATE ARCHITECT JUL-SEP'24 CASP FEES 18.10 CA BUILDING STANDARDS COMMISSION JUL-SEP'24 CA BLDG STANDARD ADMIN FEES 628.20 TERI KNOLL BINAEI CD-2024-00027_9 ENDLESS VISTA_TERI BINAEI 500.00 AMERICAN SUPREME ROOFING CD-2024-00089_12 BLUE PT_AMERICAN SUPREME ROOFING 500.00 CUSTOM ROOF COMPANY INC CD-2024-00091_24 SPICEWOOD_CUSTOM ROOF CO INC 500.00 UNITED OF OMAHA LIFE INSURANCE CO. OCT'24 LIFE INSURANCE 1,489.16 CHOICE BUILDER OCT'24 DENTAL - RC 145.88
CHOICE BUILDER OCT'24 DENTAL - RH 96.90
CHOICE BUILDER OCT'24 DENTAL INSURANCE 1,708.33
CHOICE BUILDER OCT'24 VISION INSURANCE 269.51
CHOICE BUILDER OCT'24 VISION - RC 24.19
CHOICE BUILDER OCT'24 VISION - RH 15.03
CALIFORNIA NEWSPAPERS PARTNERSHIP REF0011684324-8/8 PH - 4 & 5 POLARIS WAY 280.48 CALIFORNIA NEWSPAPERS PARTNERSHIP REF0011688555-8/29 ORD INTROS-4&5POLARIS & J/ADUS 302.63 CALIFORNIA NEWSPAPERS PARTNERSHIP REF0011687346-8/22 NOI - AVALON BAY 528.64 CALIFORNIA NEWSPAPERS PARTNERSHIP REF0011688549-8/29 NOI - AVALON BAY AMENDED 563.50 CALPERS HEALTH OCT'24 CALPERS HEALTH PREMIUM 21,744.64
CALPERS HEALTH OCT'24 HEALTH PREMIUM - RC 2,195.87
CALPERS HEALTH OCT'24 HEALTH PREMIUM PEMHCA MINIMUM - RC 157.00 RJM DESIGN GROUP INC JUL'24 ENG2257/LANDSCAPE PLAN CHECK - BARCELONA 1,211.95 DE NOVO PLANNING GROUP CEQA PROFESSIONAL SERVICES 3,470.00 CHARLES ABBOTT ASSOC INC AUG'24 MNWD - R. BRUNELL 525.00 CHARLES ABBOTT ASSOC INC AUG'24 CITY LIGHTS GRADING - R. BRUNELL 577.50 CHARLES ABBOTT ASSOC INC AUG'24 ST MARYS GRADING - R. BRUNELL 157.50 CHARLES ABBOTT ASSOC INC AUG'24 COMMONS GRADING - R. BRUNELL 498.75 CHARLES ABBOTT ASSOC INC AUG'24 FERRIERA - R. BRUNELL 210.00 11 Vendor Name Description (Item) Amount
CHARLES ABBOTT ASSOC INC AUG'24 COX - R. BRUNELL 498.75 PREMIER POOLS & SPAS 3008_PREMIER POOLS & SPAS_31 ROCK ROSE 3,000.00 PREMIER POOLS & SPAS 23-08-097_PREMIER POOLS AND SPAS_1 GOLDENRAIN 3,000.00 CHARLES JOHNSON CD-2024-00012_CHARLES JOHNSON_10 ROUNDTREE CT 500.00 OUTDOOR CONCEPTS 24-04-045_OUTDOOR CONCEPTS_81 SPRUCEWOOD 3,000.00 99,232.03
CITY COUNCIL
AT&T 8/17/24-9/16/24 CITY COUNCIL PHONE LINES 230.19
US BANK PURCHASING CARD PROGRAM DL 8/14 ORANGE COUNTY - TA LOCC DIVISION MEETING 30.00 CITY COUNCIL TOTAL: 260.19
CITY MANAGER
CALIFORNIA PHYSICIANS SERVICE NOV’24 HEALTH PREMIUM – DAVID DOYLE 2,304.95 AT&T 8/17/24-9/16/24 CITY MANAGER PHONE 44.09
AT&T 8/17/24-9/16/24 HR PHONE 48.96
MITZI ORTIZ SEP'24 ACM TOLL ROAD REIMBURSEMENT 100.86
CALPERS HEALTH NOV'24 PG - HEALTH PREMIUM 157.00
US BANK PURCHASING CARD PROGRAM LL 10/16 CAPIO MBSHP TO 11/15/25 - L. TORRES 400.00 ICMA MO - 2024 ICMA MEMBERSHIP DUES 1,200.00
CHOICE BUILDER OCT'24 DENTAL - DD 145.88
CHOICE BUILDER OCT'24 VISION - DD 24.19
CALIFORNIA PHYSICIANS SERVICE OCT’24 HEALTH PREMIUM – DAVID DOYLE 2,304.95 CALPERS HEALTH OCT'24 PG - HEALTH PREMIUM 157.00
CITY MANAGER TOTAL: 6,887.88
ECONOMIC DEVELOPMENT
ALISO VIEJO CHAMBER OF COMMERCE FY24-25 AV CHAMBER OF COMMERCE MEMBERSHIP DUES 5,000.00 ERIC WINTER OCT'24-BUS OF MONTH_SUSHI KIZUNA 799.00
EFUEL LLC 2ND QTR 2024 - APR-JUN’24 SALES TAX-EFUEL 208,072.90 HUNT & SONS LLC 1ST QTR - JAN-MAR'24 SALES TAX SUBSIDY 359,424.10 ECONOMIC DEVELOPMENT TOTAL: 573,296.00
HUMAN RESOURCES
CHARLES C STILL SEPT'24-ML SECURE LIVE SCAN FEES 67.00
GVP VENTURES, INC CITY MANAGER RECRUITMENT - REIMBURSEABLE COSTS 694.51 GVP VENTURES, INC CITY MANAGER RECRUITMENT - FIXED FEE 3,200.00 OC FAMILY MEDICINE AUG'24 TB TESTS & EMPLOYEE EXAMS 365.00 HEALTH AND HUMAN RESOURCE CENTER INC NOV'24 EAP PROGRAM 102.90 STAPLES ADVANTAGE AUG'24 HR OFFICE SUPPLIES 13.57
US BANK PURCHASING CARD PROGRAM DL 7/22 SGT PEPPERONI'S -TRAINING FOOD & DRINKS 48.28 US BANK PURCHASING CARD PROGRAM DL 7/29 AMAZON - HR SUPPLIES FOLDERS 28.00 HEALTH AND HUMAN RESOURCE CENTER INC OCT'24 EAP PROGRAM 102.90 HUMAN RESOURCES TOTAL: 4,622.16
CITY CLERK
CALIFORNIA NEWSPAPERS PARTNERSHIP REF0011688903-9/5 & 9/12 PH - TVAP FEES 575.72 ICC GENERAL CODE, INC AVMC-WEB UPDATE/4PGS ORDS2024-241&2024-242 86.00 US BANK PURCHASING CARD PROGRAM MO 9/4 LCC 2024 CCLK SEMINAR 12/11-13 IN NAPA 550.00 RICHARD HURT III CANDIDATE STATEMENT REFUND TO RICHARD HURT 560.00 ECS IMAGING INC LASERFICHE ANNU. REN_ENERGOV INTEGRATION & SUPPORT 32,400.00 STAPLES ADVANTAGE SEP'24 CCLK OFFICE SUPPLIES 34.44
CALIFORNIA NEWSPAPERS PARTNERSHIP AUG'24 LEGAL NOTICES 1,534.11 CALIFORNIA NEWSPAPERS PARTNERSHIP REF0011686433-8/15 NOT. OF INSUF CANDS DIST 3_SPAN 998.98 CALIFORNIA NEWSPAPERS PARTNERSHIP REF0011686432-8/15 NOT. OF INSUF CANDS DIST 3_ENG 893.82 CITY CLERK TOTAL: 37,633.07
CITY ATTORNEY
BEST BEST & KRIEGER AUG'24 BBK AIR - COMMONS 234.00
BEST BEST & KRIEGER SEP'24 BBK GENERAL RETAINER LEGAL SERVICE 24,150.00 BEST BEST & KRIEGER SEP'24 BBK LABOR & EMPLOYMENT (SPECIALIZED) 9,791.00 BEST BEST & KRIEGER SEP'24 BBK MAJOR GENERAL PLAN UPDATE (SPEC PROJ) 317.90 BEST BEST & KRIEGER SEP'24 BBK GENERAL LITIGATION 316.00 BEST BEST & KRIEGER AUG'24 BBK GENERAL RETAINER LEGAL SERVICES 24,150.00 BEST BEST & KRIEGER AUG'24 BBK LABOR & EMPLOYMENT (SPECIALIZED) 4,842.50 BEST BEST & KRIEGER AUG'24 BBK NPDES NEW PERMIT (NON-RETAINER) 1,184.90 CITY ATTORNEY TOTAL: 64,986.30
FINANCE
STAPLES ADVANTAGE FY24-25 FIN-OFFICE SUPPLIES 91.64
12 Vendor Name Description (Item) Amount
US BANK PURCHASING CARD PROGRAM AE 8/29 CMTA - ANNUAL MEMBERSHIP DUES 110.00 CHOICE BUILDER NOV'24 ADMIN FEE 30.00
CALPERS HEALTH NOV'24 CALPERS ADMIN FEE 56.86
CALPERS HEALTH NOV'24 CALPERS ADMIN FEE 5.65
DAVIS FARR LLP STREET REPORT 1,200.00
DAVIS FARR LLP FY23-24 AV CITY ANNUAL AUDIT-2ND PROGRESS BILLING 17,520.00 MEEDER PUBLIC FUNDS, INC. JUL-SEP'24 INVESTMENT ADVISORY SERVICES 4,125.00 CHOICE BUILDER OCT'24 ADMIN FEE 30.00
CALPERS HEALTH OCT'24 CALPERS ADMIN FEE 56.86
CALPERS HEALTH OCT'24 CALPERS ADMIN FEE 5.65
CLEARGOV, INC FY24-25 BUDGET BOOK ANNUAL SUBSCRIPTION 8,600.00 CLEARGOV, INC BUDGET BOOK IMPLEMENTATION 2,700.00
PARS JUL'24 PARS REP FEES 300.00
FINANCE TOTAL: 34,831.66
INFORMATION TECHNOLOGY
AT&T 8/22/24-9/21/24 CH AT&T CALNET ALARM/POTS LINE 3,749.10 NEXUS IS INC SEP'24 NETWORK SUPPORT & SECURITY 416.67
AT&T 8/17/24-9/16/24 EOC PHONES LINES 106.53
AT&T 8/17/24-9/16/24 CITY HALL MIFI 126.59
AT&T 8/17/24-9/16/24 EOC MIFI 156.04
AT&T 8/17/24-9/16/24 FLEET COMPLETE GPS 196.28
US BANK PURCHASING CARD PROGRAM IA 8/28 EOC YOUTUBE SUBSCR 72.99 US BANK PURCHASING CARD PROGRAM IA-9/09 AMAZON APC UPS 282.80 US BANK PURCHASING CARD PROGRAM IA 9/16 WAITWHILE SUBSCRIPTION 196.00 TANGENT COMPUTERS INC 9/23/24-10/22/24 CH O365 LICENSING AND SUPPORT 3,000.00 COX COMMUNICATIONS, INC OCT'24 ACCT#0202 CH CABLE TV 184.96 COX COMMUNICATIONS, INC OCT'24 ACCT#8802 CH INTERNET - FIBER (600MB) 1,500.00 COX COMMUNICATIONS, INC OCT'24 ACCT#9302 LAB INTERNET 85.39 AMERICOMP TONER & REPAIR LLC FY24-25 AMERICOMP HP PRINTERS MAINTENANCE 3,299.00 NEXUS IS INC OCT'24 NETWORK SUPPORT & SECURITY 416.67
GO LIVE TECHNOLOGY INC SEP'24 ENERGOV ELM AND ASSET MGT SERVICES 360.00 AT&T OCT'24 CH AT&T FIBER INTERNET SERVICE 1,704.89
HCI SYSTEMS, INC FIRE SUPPRESSION INSPECTION TESTING CH 440.00 GOTO COMMUNICATIONS 10/01/24-10/321/24 CH GOTO VOIP SERVICE & SUPPORT 1,996.68 LUNAVI, INC OCT'24 OFFSITE BACKUP STORAGE 604.25
AT&T SEP'24 CH AT&T FIBER INTERNET SERVICE 1,704.89
SHI INTERNATIONAL CORP EVOLIS LCD DISPLAY FOR PRINTER 126.66 SHI INTERNATIONAL CORP EVOLIS PRIMACY 2 PRINTER 1,543.56 SHI INTERNATIONAL CORP FY24-25 ACRONIS CLOUD STORAGE 4T 6,291.69 US BANK PURCHASING CARD PROGRAM RC 7/12 AMAZON-LOGITECH WIRELESS KEYBOARD & MOUSE 323.16 US BANK PURCHASING CARD PROGRAM RC 7/12 AMAZON-MONITOR FREE-STANDING DESK STA 78.40 US BANK PURCHASING CARD PROGRAM RC 7/07 AMAZON-CABLE 50-PACK ETHERNET DUST COVERS 10.76 INFORMATION TECHNOLOGY TOTAL: 28,973.96
NON-DEPARTMENTAL
RICOH USA OCT'24 RICOH C5300S COPY ROOM LEASE (2624)-PRINCIP 613.93 RICOH USA OCT'24 RICOH C5300S COPY ROOM LEASE(2624)-INTEREST 80.27 VANTIS MAINTENANCE CORPORATION OCT'24-JUN'25 38 COLONIAL WAY HOA FEES 3,373.11 DS SERVICES OF AMERICA, INC 8/29 CH BOTTLED WATER SERVICE 105.89 NIEVES LANDSCAPE INC SEP'24 LANDSCAPE MAINTENANCE VISTA PARK 1,064.97 US BANK PURCHASING CARD PROGRAM AE 8/28 HARBOR STATION HOA DUES - 89 PLAYA -SEP'24 210.11 VIGICABI INC JUL'24 JULY 4TH BANNER REMOVAL 1,449.00
US BANK PURCHASING CARD PROGRAM LL 9/04 LUNA GRILL - CC MTG 9/4 DINNER 295.06 US BANK PURCHASING CARD PROGRAM LL 9/12 COSTCO - BUSINESS DELIVERY 282.46 US BANK PURCHASING CARD PROGRAM LL 8/28 READY REFRESH - FILTRATION - 7/25-8/24 60.08 US BANK PURCHASING CARD PROGRAM LL 9/18 TONY PEPPERONIS - CC MTG 9/18 DINNER 250.56 MOULTON NIGUEL WATER DIST ACCT#64101 VISTA WATER SVC 960.62 ALISO VIEJO COMMUNITY ASSOCIATION OCT-DEC'24 89 PLAYA CIR MASTER HOA FEES 134.39 SO CAL EDISON SEP'24 ACCT#2427 89 PLAYA CIR ELECTRICITY 51.20 HARBOR STATION MAINTENANCE SEP-OCT'24 35 PLAYA CIR HOA FEE + LATE FEE 388.50 CERTIFIED RECORDS MANAGEMENT OCT'24 - RECORDS OFF SITE STORAGE 515.43 IPROMOTEU.COM INC BUS CARDS - M.ORTIZ 63.86
CIVICPLUS LLC AUDIOEYE MANAGED: HTTPS://WWW.AVCITY.ORG/ 312.33 CIVICPLUS LLC 8/01/24-8/30/25 CIVICPLUS AUIDOEYE MANAGED 3,800.00 RICOH USA SEP'24 RICOH 2504EX FRONT COUNTER PRINTS (4456) 118.72 13 Vendor Name Description (Item) Amount
RICOH USA OCT'24 RICOH RSI CLOUD SUBSCRIPTION (SW1860708) 23.15 RICOH USA OCT'24 RICOH 2504 BACK OFFICE PRINTS (4542) 124.74 CINTAS CORPORATION NO. 2 OCT'24 CH & STE 200 FIRST AID MAINT & SUPPLIES 200.36 STAPLES ADVANTAGE SEP'24 COPY&BREAKROOM SUPPLIES NON DEPARTMENTAL 95.65 QUADIENT FINANCE USA, INC QUADIENT POSTAGE-ADDED 10/17/24 500.00 KYRSTI NICOLE ASHMALL AUG'24-4.43 HRS-PIO/ENEWS/CTY MGR MSG 398.70 KYRSTI NICOLE ASHMALL SEP'24-3.57 HRS-PIO/ENEWS/CTY MGR MSG 321.30 US BANK PURCHASING CARD PROGRAM EM 9/19 BLISS CW - F150 CAR WASH 35.00 US BANK PURCHASING CARD PROGRAM LL 9/27 READY REFRESH - WATER FILTRATION 8/25-9/25 60.08 US BANK PURCHASING CARD PROGRAM LL 10/03 BEYOND THAI - DINNER CC MTG 10/02 174.09 US BANK PURCHASING CARD PROGRAM LL 10/01 RALPHS - DRINKS CC MTG 10/02 45.20 RICOH USA SEP'24 RICOH 2504 BACK OFFICE PRINTS (4542) 77.30 CINTAS CORPORATION NO. 2 SEP'24 CH & STE 200 FIRST AID SUPPLIES 187.64 STAPLES ADVANTAGE AUG'24 - COPY&BREAKROOM SUPPLIES NON DEPARTMENTAL 273.67 NIEVES LANDSCAPE INC AUG'24 LANDSCAPE MAINTENANCE VISTA PARK 1,064.97 MOULTON NIGUEL WATER DIST 7/09-8/12 & 8/13-9/09/24 METER#1675 89 PLAYA CIR 108.14 US BANK PURCHASING CARD PROGRAM DL 8/16 AMAZON-LUNCHEON SUPPLIES RETURN (12.75) US BANK PURCHASING CARD PROGRAM DL 8/11 AMAZON - LUNCHEON SUPPLIES RETURN (12.76) US BANK PURCHASING CARD PROGRAM LL 7/25 FEDEX LATE FEE 6.80 US BANK PURCHASING CARD PROGRAM LL 8/22 INSTACART/SMART&FINAL ADD'L TIP 1.00 US BANK PURCHASING CARD PROGRAM LL 7/27 READY REFRESH FILTRATION 7/25-8/24 60.08 US BANK PURCHASING CARD PROGRAM LL 8/22 INSTACART/SMART&FINAL 8/21 DINNER SNACKS 119.61 US BANK PURCHASING CARD PROGRAM LL 7/31 COSTCO BUSINESS DELIVERY 266.49 US BANK PURCHASING CARD PROGRAM LL 8/7 TONY PEPPERONI CC MTG 8/7 DINNER +$15 TIP 246.10 US BANK PURCHASING CARD PROGRAM LL 8/20 OC WINE MART CC MTG 8/21 DINNER 241.12 ALISO VIEJO COMMUNITY ASSOCIATION OCT-DEC'24 35 PLAYA CIR MASTER HOA FEES 134.39 ALISO VIEJO COMMUNITY ASSOCIATION OCT-DEC'24 38 COLONIAL WAY HOA FEES 148.62 NON-DEPARTMENTAL TOTAL: 19,019.18
C. S. ADMINISTRATION
M&J PAUL ENTERPRISES INC DEPOSIT - 2024 TREE LIGHTING JOLLY JUMPS RENTALS 4,997.50 M&J PAUL ENTERPRISES INC 12/14 DEPOSIT - CRAFTS WITH THE CLAUSES 675.00 LAGUNA CANYON FOUNDATION FY24-25 LAGUNA CANYON FOUNDATION GRANT FUNDING 1,000.00 US BANK PURCHASING CARD PROGRAM EM 8/29 LEARNING RESOURCES NETWORK-MEMBERSHIP 2024 445.00 US BANK PURCHASING CARD PROGRAM JB 9/09 PETSMART - PET FAIR PUP CUPS - RETURN (44.93) US BANK PURCHASING CARD PROGRAM JB 9/04 PETSMART - PET FAIR PUP CUPS 80.72 US BANK PURCHASING CARD PROGRAM JB 9/07 OC WINEMART & DELI - PET FAIR STAFF FOOD 65.12 US BANK PURCHASING CARD PROGRAM JNL 9/10 THE HOME DEPOT - BUG REPELLENT 7.51 US BANK PURCHASING CARD PROGRAM JNL 9/10 THE HOME DEPOT - BUG REPELLENT 82.81 US BANK PURCHASING CARD PROGRAM LL 8/23 FACEBK - META ADS_INSTA POST 1.09 US BANK PURCHASING CARD PROGRAM LL 8/23 FACEBK - META ADS_INSTA POST 8.13 CALPERS HEALTH NOV'24 DP - HEALTH PREMIUM 157.00
CALPERS HEALTH NOV'24 HW - HEALTH PREMIUM 157.00
CABCO YELLOW INC AUG'24 SMP FUND R&CS CONTRIB TRANSPORTATION SVC 724.00 CABCO YELLOW INC SEP'24 SMP FUND R&CS CONTRIB TRANSPORTATION SVC 672.00 US BANK PURCHASING CARD PROGRAM LL 9/23 FACEBK - META ADS INSTA POST 20.78 CALPERS HEALTH OCT'24 HW - HEALTH PREMIUM 157.00
CALPERS HEALTH OCT'24 DP - HEALTH PREMIUM 157.00
LAURA'S HOUSE FY24-25 COMMUNITY ASSISTANCE GRANT-LAURA'S HOUSE 2,250.00 THE GLENNWOOD FOUNDATION, INC FY24-25 COMMUNITY ASSISTANCE GRANT-GLENWOOD FOUNDA 2,500.00 C. S. ADMINISTRATION TOTAL: 14,112.73
IGLESIA PARK
NIEVES LANDSCAPE INC SEP'24 LANDSCAPE MAINTENANCE IGLESIA PARK 7,085.61 PV MAINTENANCE INC SEP'24 PVM IGLESIA PARK MAINTENANCE 754.06 SO CAL EDISON SEP'24 ACCT#7997 IGLESIA PARK ELECTRICITY 204.39 NIEVES LANDSCAPE INC AUG'24 LANDSCAPE MAINTENANCE IGLESIA PARK 7,085.61 NIEVES LANDSCAPE INC AUG'24 LANDSCAPE MAINTENANCE-IGLESIA IRRIGATION 40.00 SO CAL EDISON AUG'24 ACCT#7997 IGLESIA PARK ELECTRICITY 352.88 IGLESIA PARK TOTAL: 15,522.55
IGLESIA BUILDING
TEAM ONE MANAGEMENT SERVICES SEP'24 IGLESIA JANITORIAL SERVICES 950.00 SONITROL ORANGE COUNTY LLC OCT'24 IGLESIA ACCESS CONTROL 109.39 ORANGE COUNTY FIRE PROTECTION FY24-25 IGLESIA FIRE EXTENGUISHER MAINT 111.50 HARBOR POINTE AIR CONDITIONING & CONTROL SYSTEMS, …SEP'24 IGLEISA HVAC PREVENTATIVE MAINTENANCE 182.85 TEAM ONE MANAGEMENT SERVICES OCT'24 IGLESIA JANITORIAL SERVICES 950.00 14 Vendor Name Description (Item) Amount
SO CAL EDISON SEP'24 ACCT#7997 IGLESIA BLDG ELECTRICITY 1,847.62 IRIS GROUP HOLDINGS LLC 5/17/24-11/16/24 IGLESIA ALARM MONITORING 313.50 SO CAL EDISON AUG'24 ACCT#7997 IGLESIA BLDG ELECTRICITY 2,739.78 IGLESIA BUILDING TOTAL: 7,204.64
PLANNING
CALIFORNIA NEWSPAPERS PARTNERSHIP REF0011693367-9/26 ORD NO. 2024-243 J/ADUS ADPTN 265.72 CALIFORNIA NEWSPAPERS PARTNERSHIP REF0011690951-9/12 ORD INTROS - J/ADUS AMDMTS 236.19 MICHAEL DELGADILLO MD 9/28-10/01/24 APA STATE CONFERENCE REIMB 166.24 US BANK PURCHASING CARD PROGRAM SK 9/10 CALBO TRAINING 2024 FOR SO KIM 205.00 US BANK PURCHASING CARD PROGRAM SK 8/28 CALBO TRAINING 2024 FOR SUSAN WILSON 105.00 US BANK PURCHASING CARD PROGRAM SK 9/03 APA ORANGE SECTION ANNUAL HISTORIC SYMP 65.00 CALPERS HEALTH NOV'24 MF - HEALTH PREMIUM 157.00
CALPERS HEALTH OCT'24 MF - HEALTH PREMIUM 157.00
TALIMAR SYSTEMS INC DESK CONVERSIONS 2,141.35
PLANNING TOTAL: 3,498.50
BUILDING
CHARLES ABBOTT ASSOC INC SEP'24 CAA CONTRACT SERVICES - BUILDING 37,781.38 BUILDING TOTAL: 37,781.38
CODE ENFORCEMENT
US BANK PURCHASING CARD PROGRAM SK 9/11 LIFE STORAGE FOR CONFISCATED TACO STAND 631.20 CHARLES ABBOTT ASSOC INC SEP'24 CAA CONTRACT SERVICES - CODE ENFORCEMENT 8,755.00 CODE ENFORCEMENT TOTAL: 9,386.20
ENGINEERING (GENERAL)
MURPHY SWITCH OF CA OCT'24 MURCAL IOT SMARTCOMMAND MONITORING SERVICE 450.00 AT&T 8/17/24-9/16/24 PUBLIC WORKS TABLETS 117.03
RICHARD FISHER ASSOCIATES AUG'24 LANDCAPE INSPECTION SERVICES 4,084.93 CHARLES ABBOTT ASSOC INC AUG'24 CAA - NPDES 14,520.00
CHARLES ABBOTT ASSOC INC AUG'24 CAA - SOLID WASTE 4,020.00 US BANK PURCHASING CARD PROGRAM LL 9/13 FEDEX - PW ENVIRONMENTAL DIV 213.30 COUNTY OF ORANGE FY24-25 TMDL ALISO CREEK WATERSHED_D04-050 5,444.52 US BANK PURCHASING CARD PROGRAM SP 9/08 UBER - APWA CONF AIRPORT TRANSFER TIP 12.98 US BANK PURCHASING CARD PROGRAM SP 9/12 BANTAM & BIDDY - APWA CONF DINNNER 9/11 16.35 US BANK PURCHASING CARD PROGRAM SP 9/10 PARK BAR - APWA CONFERENCE DINNER 25.45 US BANK PURCHASING CARD PROGRAM SP 9/11 HUDSON GRILLE - APWA CONFERENCE DINNER 28.23 US BANK PURCHASING CARD PROGRAM SP 9/11 CHICK-FIL-A - APWA CONFERENCE LUNCH 11.55 US BANK PURCHASING CARD PROGRAM SP 9/11 UBER - APWA CONFERENCE AIRPORT TRANSFER 45.58 US BANK PURCHASING CARD PROGRAM SP 9/08 UBER - APWA CONFERENCE AIRPORT TRANSFER 64.91 US BANK PURCHASING CARD PROGRAM SP 9/11 OMNI HOTELS - APWA CONFERENCE HOTEL 818.10 PV MAINTENANCE INC SEP'24 PVM ALISO CREEK CLEAN-UP EVENT 994.67 PV MAINTENANCE INC OCT'24 PVM WAREHOUSE LEASE 1,035.00
QUANG LE OCT'24 SOUTH OCC ENG MEETING REIMB - QL 28.45
RICHARD FISHER ASSOCIATES SEP'24 LANDSCAPE INSPECTION SERVICES 6,828.06 STAPLES ADVANTAGE JUL'24 ENG OFFICE SUPPLIES 161.99
STAPLES ADVANTAGE JUL'24 ENG OFFICE SUPPLIES 26.93
STAPLES ADVANTAGE JUL'24 ENG OFFICE SUPPLIES 40.07
SHAUN PELLETIER SP 9/09-9/11/24 APWA CONF EXPENSE REIMB 192.28 RICHARD FISHER ASSOCIATES JUL'24 LANDSCAPE INSPECTION SERVICES 4,519.22 COUNTY OF ORANGE FY24-25 NPDES WQ IMPLEMENTATION_COUNTY OF ORANGE 913.49 COUNTY OF ORANGE FY24-25 SOCWMA COOPERATIVE AGREEMENT 8,676.75 QUANG LE SEP'24 SOUTH OCC ENG MEETING REIMB - QL 38.00
ENGINEERING (GENERAL) TOTAL: 53,327.84
STREET MAINTENANCE
PV MAINTENANCE INC SEP'24 PVM STREET MAINTENANCE MOE TAX 33,530.26 PV MAINTENANCE INC SEP'24 PVM STREET MAINTENANCE - CRACK SEAL 18,500.00 PV MAINTENANCE INC SEP'24 PMV STREET MAINTENANCE - SINKHOLES 10,000.00 PV MAINTENANCE INC SEP'24 PVM STREET MAINT - BROOKLINE MODIFICATION 1,858.00 US BANK PURCHASING CARD PROGRAM EM 8/28 MCFADDEN-DALE-FLASHING BEACON BOX BOLTS 55.06 CHARLES ABBOTT ASSOC INC AUG'24 STREET INVESTIGATION 5,985.00 STREET MAINTENANCE TOTAL: 69,928.32
LAW ENFORCEMENT-CONTRACT
COUNTY OF ORANGE OCT'24 LAW ENFORCEMENT/BODY CAMERAS/IN CAR VIDEO 892,517.60 LAW ENFORCEMENT-CONTRACT TOTAL: 892,517.60
15 Vendor Name Description (Item) Amount
LAW ENFORCEMENT-OTHER
AT&T 8/17/24-9/16/24 PALS PHONE LINE 44.09
ALL CITY MANAGEMENT SERVICES 9/15-9/28/24 460 HRS - CROSSING GUARD SERVICES 15,419.20 US BANK PURCHASING CARD PROGRAM RD 9/17 THE TOLL ROADS 575.00 US BANK PURCHASING CARD PROGRAM RD 8/27 CHEVRON - VEHICLE WASH UNIT 1440 29.99 US BANK PURCHASING CARD PROGRAM RD 8/27 SGT PEPPERONIS - FOOD TRAINING OFFICER MTG 258.60 US BANK PURCHASING CARD PROGRAM RD 8/27 RALPHS - DRINKS FIELD TRAINING OFFICER MTG 19.69 US BANK PURCHASING CARD PROGRAM RD 9/06 JM TROPHIES - PLAQUE FOR DEPUTY JOHNSON 43.04 SEAVCO INC OCT'24 BMW REPAIR - OIL SERVICE 59.80
STAPLES ADVANTAGE SEP'24 POLICE SERVICES OFFICE SUPPLIES 51.82 STAPLES ADVANTAGE AUG'24 POLICE SERVICES OFFICE SUPPLIES 47.94 ALL CITY MANAGEMENT SERVICES 9/01-9/14/24 414 HRS - CROSSING GUARD SERVICES 13,877.28 LAW ENFORCEMENT-OTHER TOTAL: 30,426.45
EOC
ALISO VIEJO SELF STORAGE SEP-DEC'24 STORAGE UNIT RENT #75 1,860.00 US BANK PURCHASING CARD PROGRAM SL 9/03 LUNA GRILL-NATIONAL PREPAREDNESS GIFT CARD 15.00 US BANK PURCHASING CARD PROGRAM SL 9/13 RALPHS-NATIONAL PREPAREDNESS MONTH CANDY 16.09 US BANK PURCHASING CARD PROGRAM SL9/03 URBANE CAFE-NATIONAL PREPAREDNESS GIFT CARD 15.00 US BANK PURCHASING CARD PROGRAM SL 8/29 PANDA EXPRESS-NAT'L PREPAREDNESS GIFT CARD 15.00 US BANK PURCHASING CARD PROGRAM SL 9/03 HABIT-NATIONAL PREPAREDNESS GIFT CARD 20.00 US BANK PURCHASING CARD PROGRAM SL 9/03 RALPHS-NATIONAL PREPAREDNESS GIFT CARDS 95.00 STAPLES ADVANTAGE SEP'24 EOC OFFICE SUPPLIES 82.51
US BANK PURCHASING CARD PROGRAM DL 8/14 LIFE STORAGE - OFFSITE UNIT #A1554 290.00 EOC TOTAL: 2,408.60
GENERAL FUND TOTAL: 2,005,857.24
102 - GEN. FD-CITY HALL
NON-DEPARTMENTAL
TEAM ONE MANAGEMENT SERVICES SEP'24 CH JANITORIAL SERVICES 2,745.00 SONITROL ORANGE COUNTY LLC OCT'24 CH ACCESS CONTROL 609.40 SONITROL ORANGE COUNTY LLC OCT'24 CH INTRUSION DETECTION 383.54 HARBOR POINTE AIR CONDITIONING & CONTROL SYSTEMS, …6/24/24 CH HVAC - SERVICE CALL 695.72 HARBOR POINTE AIR CONDITIONING & CONTROL SYSTEMS, …SEP'24 CH HVAC PREVENTATIVE MAINTENANCE 1,786.65 PACIFIC PARK II ASSOCIATION OCT'24 CH ASO ASSOCIATION DUES 502.00 NIEVES LANDSCAPE INC SEP'24 LANDSCAPE MAINTENANCE CH 701.73 THURSTON ELEVATOR CONCEPTS INC OCT'24 CH ELEVATOR MAINTENANCE 137.00 MOULTON NIGUEL WATER DIST ACCT#65408/65407/65406 CH WATER SVC 648.29 ALISO VIEJO COMMUNITY ASSOCIATION OCT-DEC'24 CH MASTER HOA FEES 2,035.92 SO CAL EDISON SEP'24 ACCT#7189 CH ELECTRICITY 9,091.36
PV MAINTENANCE INC SEP'24 PVM CH MAINTENANCE 102.00
TEAM ONE MANAGEMENT SERVICES OCT'24 CH JANITORIAL SERVICES 2,700.00 ORANGE COUNTY FIRE PROTECTION FY24-25 CH FIRE EXTINGUISHER MAINT 414.82 FOSTERS' GARDENS INC SEP'24 CH INTERIOR PLANT MAINTENANCE 115.00 FOSTERS' GARDENS INC OCT'24 CH INTERIOR PLANT MAINTENANCE 115.00 BRADY INDUSTRIES OF CALIFORNIA LLC SEP'24 CH JANITORIAL SUPPLIES 561.57 DUTHIE ELECTRIC SERVICE CORPORATION 09/11 CH GENERATOR PM SEMI ANNUAL SERVICE 372.95 THE GAS COMPANY 8/29/24-10/01/24 MTR#16122180 CH GAS SVC 204.06 BLINK CHARGING CO SEP'24-SEP'25 BLINK EV CHRG NETWORK FEE-CH PUBLIC 480.00 BLINK CHARGING CO SEP'24-SEP'25 BLINK EV CHRG NETWORK FEE-AV/AQ 480.00 DUTHIE ELECTRIC SERVICE CORPORATION 09/11 INSTALLATION OF GENERATOR MONITORING SYSTEM 1,027.95 PV MAINTENANCE INC AUG'24 PVM CH MAINTENANCE 840.61
NIEVES LANDSCAPE INC AUG'24 LANDSCAPE MAINTENANCE CH 701.73 THURSTON ELEVATOR CONCEPTS INC AUG'24 CH ELEVATOR MAINTENANCE 137.00 THURSTON ELEVATOR CONCEPTS INC SEP'24 CH ELEVATOR MAINTENANCE 137.00 NON-DEPARTMENTAL TOTAL: 27,726.30
GEN. FD-CITY HALL TOTAL: 27,726.30
103 - GF-AV RECREATION SERVICES
LARA RAYMOND REFUND_LARA RAYMOND_RENTAL CANCELLATION 3,848.00 LARA RAYMOND REFUND FEE_LARA RAYMOND_RENTAL CANCELLATION (50.00) YALIXZA ACOSTA REFUND REC# 78411718_YALIXZA ACOSTA_RENTAL CANCEL 3,561.75 YALIXZA ACOSTA REFUND FEE_YALIXZA ACOSTA_RENTAL CANCEL (50.00) CHARLES AQUINO OCT'24 REC1 REFUND-CHARLES AQUINO-FAL004 5.00 16 Vendor Name Description (Item) Amount
CHARLES AQUINO OCT'24 REC1 REFUND CHARLES AQUINO-FAL004 314.00 LAURA BUCHANAN SUMMER'23 REC1 USER CREDIT-LAURA BUCHANAN - PAM002 360.00 RAQUEL SCARDINA SEP'24 REC1 USER CREDIT- RAQUEL SCARDINA - FAL039 129.00 8,117.75
RECREATION SERVICES
AT&T 8/22/24-9/21/24 AVR AT&T CALNET ALARM/POTS LINE 1,249.70 CSG FORTE PAYMENTS, INC SEP'24 CREDIT CARD SERVICE FEES- POS 894.50 CSG FORTE PAYMENTS, INC SEP'24 CREDIT CARD SERVICE FEES- WEB 878.38 PRESTIGIOUS CLEANERS LLC 9/08 AVR LINEN DRY CLEANING 558.31 PRESTIGIOUS CLEANERS LLC 9/29 AVR LINEN DRY CLEANING 278.21 L & O ALISO VIEJO, LLC FALL2024 - FAL221 PICKLEBALL - 8 PARTICIPANTS 392.00 SONITROL ORANGE COUNTY LLC OCT'24 AVR ACCESS CONTROL 535.57 SONITROL ORANGE COUNTY LLC OCT'24 AVCENTER AND AQC ACCESS CONTROL 125.20 DS SERVICES OF AMERICA, INC 9/25 AVR BOTTLED WATER SERVICE 44.56 AT&T 8/17/24-9/16/24 REC PHONE LINES 176.36
AT&T 8/17/24-9/16/24 REC TABLET 39.01
LYONS SECURITY SERVICE IN SEP'24 AVR EVENT SECURITY SERVICES 3,197.25 LYONS SECURITY SERVICE IN SEP'24 GCF SECURITY SERVICES 1,023.75 TEAM ONE MANAGEMENT SERVICES JUL'24 AVR JANITORIAL SERVICES 5,000.00 TEAM ONE MANAGEMENT SERVICES AUG'24 AVR JANITORIAL SERVICES 5,250.00 TEAM ONE MANAGEMENT SERVICES SEP'24 AVR JANITORIAL SERVICES 5,090.00 ENTRY CONTROL, INC AUG'24 AVR LOCKSMITH SERVICE-DOOR HARDWARE REPAIR 257.52 FOSTERS' GARDENS INC SEP'24 AVR INTERIOR PLANT MAINTENANCE 110.00 HARBOR POINTE AIR CONDITIONING & CONTROL SYSTEMS, …SEP'24 AVR HVAC PREVENTATIVE MAINTENANCE 2,938.09 HARBOR POINTE AIR CONDITIONING & CONTROL SYSTEMS, …9/20/24 FARM MINI SPLIT - REPAIR CRACKED TUBING 570.00 CINTAS CORPORATION NO. 2 AUG'24 AVR FIRST AID SUPPLIES 138.83 NIEVES LANDSCAPE INC SEP'24 LANDSCAPE MAINTENANCE AVR 2,341.86 RUIHONG LI FALL24-FAL303 YOGA-6 PARTICIPANTS 302.40
EPC PLAYTIME FALL24-FAL154 SOCCER/FAL060 SPORTS-6 PARTICIPANTS 524.40 ANGIE DOROTHY ABAD FALL24-FAL179 HULA-5 PARTICIPANTS 270.00 WADORYU USA INC FALL24-FAL142 KARATE-1 PARTICIPANT 63.00 BREAKTHROUGH SPORTS LLC FALL24-FAL803 BASKETBALL-6 PARTICIPANTS 270.00 LAURELINDA HAUKSSON FALL2024-FAL081 COOKING - 6 PARTICIPANTS 414.00 LAURELINDA HAUKSSON FALL24-FAL103 RESIN WORKSHOP-11 PARTICIPANTS 759.00 BRADY INDUSTRIES OF CALIFORNIA LLC AUG'24 AVR JANITORIAL SUPPLIES 684.61 TANGENT COMPUTERS INC 9/23/24-10/22/24 AVR O365 LICENSING AND SUPPORT 529.25 US BANK PURCHASING CARD PROGRAM KB 9/11 MCFADDEN-DALE-AVR DOLLY WHEEL HARDWARE 117.44 US BANK PURCHASING CARD PROGRAM KB 9/04 MCFADDEN-DALE-AVR DOLLY WHEEL HARDWARE 137.55 US BANK PURCHASING CARD PROGRAM KB 8/22 MCFADDEN-DALE-AVR DOLLY WHEEL HARDWARE 477.86 US BANK PURCHASING CARD PROGRAM KB 8/22 MCFADDEN-DALE-AVR DOLLY WHEEL HARDWARE 291.04 MOULTON NIGUEL WATER DIST ACCT#105234/104936/104935/104986 RANCH WATER SVC 1,485.16 MOULTON NIGUEL WATER DIST ACCT#104515/104519 FARM WATER SVC 470.74 SO CAL EDISON SEP'24 ACCT#4551 FARM ELECTRICITY 372.78
SO CAL EDISON SEP'24 ACCT#6247 AVR ELECTRICITY 4,429.65 PV MAINTENANCE INC SEP'24 PVM AVR MAINTENANCE 481.50
ERNA VAN DYK FALL2024-FAL094 ART - 7 PARTICIPANTS 315.00 L & O ALISO VIEJO, LLC FALL2024-FAL229 RESTORE AND RELEASE-2 PARTICIPANTS 28.00 ERNA VAN DYK FALL2024-FAL098 WATERCOLOR - 3 PARTICIPANTS 63.00 L & O ALISO VIEJO, LLC FALL2024-FAL148 BOXING/FAL225 PICKLEBALL-5 PARTICI 217.00 GARDAWORLD OCT'24 AVR - CASH COURIER SERVICE 496.98
WESTERN A/V PROJECTOR INSTALL AVCENTER 597.15
SONITROL ORANGE COUNTY LLC OCT'24 AVR FIRE SYSTEM SERVICE CALL 210.00 FOSTERS' GARDENS INC OCT'24 AVR INTERIOR PLANT MAINTENANCE 110.00 RICOH USA JUL-SEP'24 C2500 AVR PRINTS (8774) 410.73
CINTAS CORPORATION NO. 2 OCT'24 AVR FIRST AID SUPPLIES 115.92 AT&T OCT'24 AVR AT&T INTERNET SERVICE 1,018.44
CAPISTRANO UNIFIED SCHOOL DISTRICT AUG'24 CUSD TRANSPORTATON - SUMMER CAMP 2,643.75 JENNIFER BALES FALL2024-FAL128 BROADWAY/FAL026 SINGERS-14 PARTICI 1,092.00 JOY E. TORRES FALL2024-FAL216 YOGA - 3 PARTICIPANTS 198.00 FITNESS WITH FLAVOR LLC FALL'24-FAL189/FAL115/FAL111 HIP HOP-13 PARTICIPAN 657.60 425 VENTURES, LLC FALL2024-FAL043/FAL044 SOCCER - 6 PARTICIPANTS 618.60 SWAY BALLROOM INC FALL2024-FAL600 DANCE - 5 PARTICIPANTS 300.00 TUMBLE-N-KIDS, INC FALL2024-FAL029/FAL033 GYMNASTICS -12 PARTICIPANTS 712.80 ANA AYALA FALL2024-FAL500 BABY SIGN LANGUANGE-3 PARTICIPANTS 225.00 JOHN DAVID ALLEN JR FALL'24-FAL166/162/158/070 TENNIS-24 PARTICIPANTS 816.00 17 Vendor Name Description (Item) Amount
BRADY INDUSTRIES OF CALIFORNIA LLC SEP'24 AVR JANITORIAL SUPPLIES 832.33 BRADY INDUSTRIES OF CALIFORNIA LLC SEP'24 AVR JANITORIAL SUPPLIES 263.97 BRADY INDUSTRIES OF CALIFORNIA LLC FY24-25 JANITORIAL SUPPLIES RANCH 93.67 US BANK PURCHASING CARD PROGRAM EM 9/05 THE HOME DEPOT - DRAIN REPAIR AVR 79.07 US BANK PURCHASING CARD PROGRAM EM 9/19 THE HOME DEPOT-GRASS AREA FERTILIZER AVR 153.68 HCI SYSTEMS, INC FIRE SUPPRESSION INSPECTION TESTING AVR 440.00 GOTO COMMUNICATIONS 10/01/24-10/321/24 AVR GOTO VOIP SERVICE & SUPPORT 667.06 AARON FLORA SEP'24 RENEWABLE FARMS 29,888.93
PV MAINTENANCE INC AUG'24 PVM AVR MAINTENANCE 1,144.61
L & O ALISO VIEJO, LLC FALL2024-FAL147 BOXING-1 PARTICIPANT 21.00 CINTAS CORPORATION NO. 2 SEP'24 AVR FIRST AID SUPPLIES 58.97 NIEVES LANDSCAPE INC AUG'24 LANDSCAPE MAINTENANCE AVR 2,341.86 NIEVES LANDSCAPE INC JUL'24 LANDSCAPE MAINTENANCE-IRRIGATION REPAIR AVR 150.00 KIMBERLY KRANTZ FALL2024-FAL078 POETRY - 4 PARTICIPANTS 132.00 AT&T SEP'24 AVR AT&T INTERNET SERVICE 1,018.44
JOHN DAVID ALLEN JR FALL2024-FAL165/FAL161/FAL157/FAL069TENNIS-20 PART 657.60 L & O ALISO VIEJO, LLC FALL2024-FAL224 PICKLEBALL/RESTORE FAL228-3 PARTIC 112.00 ERNA VAN DYK FALL2024 - FAL097 WATERCOLOR - 9 PARTICIPANTS 189.00 AARON FLORA AUG'24 RENEWABLE FARMS 32,560.72
RECREATION SERVICES TOTAL: 124,820.36
GF-AV RECREATION SERVICES TOTAL: 132,938.11
203 - GAS TAX
TRAFFIC ENGINEERING
HARTZOG & CRABILL INC SEP'24 TRAFFIC SIGNAL MONITORING 4,696.25 RK ENGINEERING GROUP INC SEP'24 TRAFFIC CALMING GUIDELINES 765.00 HARTZOG & CRABILL INC AUG'24 TRAFFIC SIGNAL MONITORING 2,466.31 TRAFFIC ENGINEERING TOTAL: 7,927.56
STREET MAINTENANCE
SCA OF CA LLC JUL'24 STREET SWEEPING SERVICES 8,972.06
SCA OF CA LLC SEP'24 STREET SWEEPING SERVICES 8,972.06
NIEVES LANDSCAPE INC SEP'24 LANDSCAPE MAINTENANCE MEDIANS 1,641.51 UNDERGROUND SERVICE ALERT OF SOUTHERN CA SEP'24 DATABASE MAINT + 42 TICKETS 87.70 MOULTON NIGUEL WATER DIST ACCT#64613/64615/65346 MEDIANS WATER SVC 752.06 SO CAL EDISON SEP'24 ACCT#6377 LS2 ST LIGHTS ELECTRICITY 1,301.82 SO CAL EDISON SEP'24 ACCT#7241 LS1 ST LIGHTS ELECTRICITY 17,501.55 SO CAL EDISON SEP'24 ACCT#8254 TC1 ST LIGHT ELECTRICITY 3,877.61 PV MAINTENANCE INC SEP'24 PVM STREET MAINTENANCE GAS TAX 40,981.42 PV MAINTENANCE INC SEP'24 PVM STREET MAINT - COLUMBIA CENTERLINE MOD 34,699.12 PV MAINTENANCE INC SEP'24 PVM STREET MAINT - HUMMINGBIRD MODIFICATION 4,935.90 SAN DIEGO GAS & ELECTRIC SEP'24 ST LIGHTS & TRAFFIC CTRLRS 2,262.20 BEAR ELECTRICAL SOLUTIONS INC AUG'24 TRAFFIC SIGNAL MAINTENANCE RESPONSE 3,115.69 BEAR ELECTRICAL SOLUTIONS INC AUG'24 TRAFFIC SIGNAL MAINTENANCE ROUTINE 3,225.90 SCA OF CA LLC AUG'24 STREET SWEEPING SERVICES 8,972.06
NIEVES LANDSCAPE INC AUG'24 LANDSCAPE MAINTENANCE MEDIANS 1,641.51 SAN DIEGO GAS & ELECTRIC AUG'24 ST LIGHTS & TRAFFIC CTRLRS 2,689.72 SO CAL EDISON AUG'24 ACCT#2125 GS1 MEDIANS 70.06
STREET MAINTENANCE TOTAL: 145,699.95
GAS TAX TOTAL: 153,627.51
204 - MEASURE M
GEN-MEASURE M
CABCO YELLOW INC AUG'24 M2 FUND TRANSPORTATION SVC 2,896.00 CABCO YELLOW INC SEP'24 M2 FUND TRANSPORTATION SVC 2,688.00 GEN-MEASURE M TOTAL: 5,584.00
MEASURE M TOTAL: 5,584.00
215 - PUBLIC SAFETY GRANTS
LAW ENFORCEMENT-OTHER
COUNTY OF ORANGE SEP'24 AUTOMATED FINGERPRINT IDENTIFICATION SYSTEM 1,518.00 COUNTY OF ORANGE OCT'24 E CITATION/MDC EQUIPMENT 6,120.27 18 Vendor Name Description (Item) Amount
COUNTY OF ORANGE OCT'24 AUTOMATED FINGERPRINT IDENTIFICATION SYSTEM 1,518.00 LAW ENFORCEMENT-OTHER TOTAL: 9,156.27
PUBLIC SAFETY GRANTS TOTAL: 9,156.27
225 - INTEGRATED WASTE MGMT FD
GEN-TECHNOLOGY GRANTS
CHARLES ABBOTT ASSOC INC AUG'24 CAA CONTRACT SERVICES - SB1383 675.00 GEN-TECHNOLOGY GRANTS TOTAL: 675.00
INTEGRATED WASTE MGMT FD TOTAL: 675.00
241 - TECHNOLOGY FUND
GEN-TECHNOLOGY GRANTS
GRANICUS INC OCT-DEC'24 GRANICUS-WEBSTREAMING 4,380.54
ERIC WINTER SEP'24-CC MTGS 9/4&18.SPRTSZN2-6.ADMIN 1,766.25 ERIC WINTER OCT'24-CC MTG 10/2.SPRTS ZONE 7-8.ADMIN 711.65 CITY OF MISSION VIEJO FY24-25 SOUTH COUNTY SPORTSZONE 11,395.27 GEN-TECHNOLOGY GRANTS TOTAL: 18,253.71
TECHNOLOGY FUND TOTAL: 18,253.71
251 - FEDERAL GRANTS
GEN-FEDERAL GRANT
MIKE LINARES INC FY23-24 CAPER PREPARATION CDBG CONSULTANT SERVICES 6,500.00 MIKE LINARES INC FY23-24 CAPER PREPARATION CDBG-CV CONSULTANT SVCS 2,000.00 CALIFORNIA NEWSPAPERS PARTNERSHIP REF0011688518-8/29 PN - FY23-24 CAPER 524.06 GEN-FEDERAL GRANT TOTAL: 9,024.06
FEDERAL GRANTS TOTAL: 9,024.06
261 - CITY FAC.-AQUATIC CENTER
PREMIER AQUATIC SERVICES OCT'24 - AQC RETENTION FEES (1,208.30) PREMIER AQUATIC SERVICES AUG'24 REIMB AQC 8/13 APR-JUN 24' SALES TAX 219.10 -989.20
GEN-AQUATIC CENTER
PREMIER AQUATIC SERVICES OCT'24 - AQC MANAGEMENT FEES 12,083.00 AQUATIC TECHNOLOGIES, INC AUG'24 POOL MAINTENANCE 2,693.00 AQUATIC TECHNOLOGIES, INC SPA FILTER RELIEF VALVE REPLACEMENT 395.83 AQUATIC TECHNOLOGIES, INC SEP'24 POOL MAINTENANCE 2,693.00 AQUATIC TECHNOLOGIES, INC BACKWASH CONTROLLER REPAIR - INSTALL NEW - AQC 4,200.68 HARBOR POINTE AIR CONDITIONING & CONTROL SYSTEMS, …SEP'24 AQC HVAC PREVENTATIVE MAINTENANCE 248.89 ALARM CONNECTIONS, LLC OCT-DEC'24 AQC FIRE ALARM MONITORING 152.88 TEAM ONE MANAGEMENT SERVICES SEP'24 AQC JANITORIAL SERVICES 2,100.00 NIEVES LANDSCAPE INC SEP'24 LANDSCAPE MAINTENANCE AQC 944.42 HASA INC AUG'24 AQC POOL CHEMICALS - CHLORINE 843.77
HASA INC AUG'24 AQC POOL CHEMICALS - CHLORINE & ACID 1,742.87 HASA INC SEP'24 AQC POOL CHEMICALS - ACID 119.76
HASA INC OCT'24 AQC POOL CHEMICALS - CHLORINE & ACID 1,096.98 THE GAS COMPANY 8/30/24-10/02/24 MTR#15672349 AQC GAS SERVICE 2,101.27 COUNTY OF ORANGE- FY24-25 CUPA_HAZMAT_29 SANTA BARBARA_OCHCA 606.00 COUNTY OF ORANGE- FY24-25 CUPA SURCHARGE_31 SANTA BARBARA_OCHCA 450.00 US BANK PURCHASING CARD PROGRAM KB 9/05 SCP - AQC STABILZER 171.69 MOULTON NIGUEL WATER DIST ACCT#64095/64096 AQC WATER SVC 435.97 COX COMMUNICATIONS, INC OCT'24 ACCT#6701 AQC INTERNET 510.31 PV MAINTENANCE INC SEP'24 PVM AQC MAINTENANCE 459.00
GARDAWORLD OCT'24 AQC - CASH COURIER SERVICE 545.66
AQUATIC TECHNOLOGIES, INC BACKWASH CALL-OUT - AQC 609.02 AQUATIC TECHNOLOGIES, INC ADA CONTROL BOX FOR SPA ADA LIFT- AQC 312.24 TEAM ONE MANAGEMENT SERVICES OCT'24 AQC JANITORIAL SERVICES 2,693.57 ALISO VIEJO BANQUET CENTER LLC JUL-SEP'24-AQ CTR-MTR#4987 ELECTRICITY 10,657.08 PREMIER AQUATIC SERVICES SEP'24 REIMB AQC 9/23 COSTCO - DRINK CONCESSIONS 130.72 PREMIER AQUATIC SERVICES SEP'24 REIMB AQC 10/01 JACKRABBIT-SERVICE PLATFORM 315.00 PREMIER AQUATIC SERVICES SEP'24 REIMB AQC 9/12 THELIFEGUARD STORE-BACKBOARD 89.44 PREMIER AQUATIC SERVICES SEP'24 REIMB AQC 9/23 AMAZON - LAP SWIM SIGNS 119.64 PREMIER AQUATIC SERVICES SEP'24 REIMB AQC 9/16 RALPHS - DRANO 16.15 19 Vendor Name Description (Item) Amount
PREMIER AQUATIC SERVICES SEP'24 REIMB AQC 9/28 AMAZON-ROSTER PLASTIC BAGS 48.29 PREMIER AQUATIC SERVICES SEP'24 REIMB AQC 9/9 AMAZON-SWIM LESSON EQUIPMENT 21.54 PREMIER AQUATIC SERVICES SEP'24 REIMB AQC AMAZON - MARKETING DECORATIONS 15.07 PREMIER AQUATIC SERVICES SEP'24 REIMB AQC 9/01-9/30 INDEED - AD 610.54 PREMIER AQUATIC SERVICES SEP'24 REIMB AQC 7/01-7/31 INDEED - AD 176.39 PREMIER AQUATIC SERVICES SEP'24 REIMB AQC 9/01 GOOGLE - AD MARKETING 517.00 PREMIER AQUATIC SERVICES SEP'24 REIMB AQC 9/01 FACEBOOK - AD MARKETING 510.99 PREMIER AQUATIC SERVICES SEP'24 REIMB AQC 8/01-8/31 INDEED - AD 350.00 NIEVES LANDSCAPE INC AUG'24 LANDSCAPE MAINTENANCE AQC 944.42 NIEVES LANDSCAPE INC AUG'24 LANDSCAPE MAINTENANCE-IRRIGATION REPAIR AQC 1,402.50 W W GRAINGER INC 7/31 AQC FIRE EXTINGUISHER CABINET 202.45 PREMIER AQUATIC SERVICES AUG'24 REIMB AQC 8/08 COSTCO - CONCESSIONS 45.05 PREMIER AQUATIC SERVICES AUG'24 REIMB AQC 8/30 COSTCO - CONCESSIONS 56.15 PREMIER AQUATIC SERVICES AUG'24 REIMB AQC 8/06 SMART & FINAL-CONCESSIONS 120.18 PREMIER AQUATIC SERVICES AUG'24 REIMB AQC 8/08 MELODEE ICE CREAM-CONCESSION 1,717.50 PREMIER AQUATIC SERVICES AUG'24 REIMB AQC 9/02 JACKRABBIT-SERVICE PLATFORM 315.00 PREMIER AQUATIC SERVICES AUG'24 REIMB AQC 8/30 ALPHA WATER-CHLORINE & SOAP 51.32 PREMIER AQUATIC SERVICES AUG'24 REIMB AQC 8/18 HOME DEPOT-REPAIR POOL VAC 25.34 PREMIER AQUATIC SERVICES AUG'24 REIMB AQC 8/14 LESLIE'S POOL-TEST REAGANT 36.61 PREMIER AQUATIC SERVICES AUG'24 REIMB AQC 8/30 ALPHA WATER-ACID/SOAP/REAGEN 88.25 PREMIER AQUATIC SERVICES AUG'24 REIMB AQC 8/22 AMAZON-FACILITY EQUIP REPAIR 51.80 PREMIER AQUATIC SERVICES AUG'24 REIMB AQC 8/30 AMAZON-OFFICE SUPPLIES 112.31 PREMIER AQUATIC SERVICES AUG'24 REIMB AQC 8/07 AMAZON-SWIMMER GRAD TOYS 59.95 PREMIER AQUATIC SERVICES AUG'24 REIMB AQC 8/10 KONA ICE - EVENT 79.35 PREMIER AQUATIC SERVICES AUG'24 REIMB AQC 8/10 WALMART - CARNIVAL SUPPLIES 18.17 PREMIER AQUATIC SERVICES AUG'24 REIMB AQC 8/24 AMAZON-FACILITY DECORATIONS 17.88 PREMIER AQUATIC SERVICES AUG'24 REIMB AQC 8/20 AMAZON-SWIMMER GRAD TOYS 59.75 PREMIER AQUATIC SERVICES AUG'24 REIMB AQC 8/07 AMAZON-CARNIVAL EVENT DECO 56.59 PREMIER AQUATIC SERVICES AUG'24 REIMB AQC 8/20 AMAZON-LESSON SUPPLIES 44.12 PREMIER AQUATIC SERVICES AUG'24 REIMB AQC 8/10 RALPHS-PROF DEV SNACKS 38.92 PREMIER AQUATIC SERVICES AUG'24 REIMB AQC 8/31 FACEBOOK - AD MARKETING 711.09 PREMIER AQUATIC SERVICES AUG'24 REIMB AQC 8/31 GOOGLE - AD MARKETING 468.00 GEN-AQUATIC CENTER TOTAL: 58,510.36
CITY FAC.-AQUATIC CENTER TOTAL: 57,521.16
311 - STREET IMPROVEMENTS
STREETS & HIGHWAYS
ENGINEERING RESOURCES OF SOUTHERN CALIFORNIA SEP'24 ALISO VIEJO PARKWAY REHAB DESIGN 2,300.00 STREETS & HIGHWAYS TOTAL: 2,300.00
STREET IMPROVEMENTS TOTAL: 2,300.00
411 - DEBT SERVICE
DEBT SERVICE
THE BANK OF NEW YORK FY 24-25 2019 COPS TRUSTEE FEE 1,500.00 THE BANK OF NEW YORK FY 24-25 2019 COPS - AUDIT CONFIRMATION FEE 50.00 DEBT SERVICE TOTAL: 1,550.00
DEBT SERVICE TOTAL: 1,550.00
731 - CFD 2005-01
TRUST FUND
KOPPEL & GRUBER PUBLIC FIN. JUL-SEP'24 CFD ADMIN SERVICES-GLENWOOD ANNUAL 2,309.04 TRUST FUND TOTAL: 2,309.04
CFD 2005-01 TOTAL: 2,309.04
GRAND TOTAL: 2,426,522.40
Fund Summary
Fund Expense Amount Payment Amount
101 - GENERAL FUND 2,005,857.24 2,005,857.24
102 - GEN. FD-CITY HALL 27,726.30 27,726.30
20 Fund Summary
Fund Expense Amount Payment Amount
103 - GF-AV RECREATION SERVICES 132,938.11 132,938.11
203 - GAS TAX 153,627.51 153,627.51
204 - MEASURE M 5,584.00 5,584.00
215 - PUBLIC SAFETY GRANTS 9,156.27 9,156.27
225 - INTEGRATED WASTE MGMT FD 675.00 675.00
241 - TECHNOLOGY FUND 18,253.71 18,253.71
251 - FEDERAL GRANTS 9,024.06 9,024.06
261 - CITY FAC.-AQUATIC CENTER 57,521.16 57,521.16
311 - STREET IMPROVEMENTS 2,300.00 2,300.00
411 - DEBT SERVICE 1,550.00 1,550.00
731 - CFD 2005-01 2,309.04 2,309.04
Grand Total: 2,426,522.40 2,426,522.40
21 Accounts Payable Payable Dates: 09/13/2024 - 10/24/2024 10/24/2024 11:33:17 AM Page 12 of 15
Report Summary
Fund Summary
Fund Payment Amount
101 - GENERAL FUND 2,005,857.24
102 - GEN. FD-CITY HALL 27,726.30
103 - GF-AV RECREATION SERVICES 132,938.11
203 - GAS TAX 153,627.51
204 - MEASURE M 5,584.00
215 - PUBLIC SAFETY GRANTS 9,156.27
225 - INTEGRATED WASTE MGMT FD 675.00
241 - TECHNOLOGY FUND 18,253.71
251 - FEDERAL GRANTS 9,024.06
261 - CITY FAC.-AQUATIC CENTER 57,521.16
311 - STREET IMPROVEMENTS 2,300.00
411 - DEBT SERVICE 1,550.00
731 - CFD 2005-01 2,309.04
Grand Total: 2,426,522.40
Account Summary
Account Number Account Name Payment Amount
101-1203-000 ACCOUNTS RECEIVABLE 4,561.81
101-2505-000 DENTAL INSURANCE PA… 3,902.22
101-2506-000 MEDICAL INSURANCE P… 43,803.28
101-2507-000 LIFE INSURANCE PAYABLE 2,978.32
101-2508-000 VISION INSURANCE PAY… 617.46
101-2601-000 REFUNDABLE DEPOSIT 9,000.00
101-2602-000 PLANNING DEPOSIT 18,821.91
101-2603-000 ENGINEERING DEPOSIT 8,624.45
101-2606-000 C & D DEPOSIT 2,500.00
101-32030 PLUMBING PERMITS 225.62
101-32040 MECHANICAL PERMITS 129.74
101-36420 SMIP 3,420.92
101-36425 CASP CERT/TRNG 18.10
101-36430 BUILDING STANDARD FE… 628.20
101-4-1101-4511-000 COMMUNICATION 230.19
101-4-1101-4520-000 MTGS/CONF./TRNG & D… 30.00
101-4-1501-4206-000 MEDICAL INSURANCE 4,923.90
101-4-1501-4207-000 DENTAL INSURANCE 145.88
101-4-1501-4208-000 VISION INSURANCE 24.19
101-4-1501-4225-000 VEHICLE/CELL 100.86
101-4-1501-4511-000 COMMUNICATION 93.05
101-4-1501-4521-000 MEMBERSHIP & DUES 1,600.00
101-4-1502-4302-000 ECONOMIC DEVELOPM… 799.00
101-4-1502-4521-000 MEMBERSHIP & DUES 5,000.00
101-4-1502-4781-000 C.S-OTHER 567,497.00
101-4-1503-4309-000 OTHER CONTRACTUAL S… 4,532.31
101-4-1503-4520-000 MTGS/CONF./TRNG & D… 48.28
101-4-1503-4601-000 SUPPLIES 41.57
101-4-1601-4303-000 LEGAL NOTICES 2,109.83
101-4-1601-4305-000 TECHNOLOGY SERVICES 32,400.00
101-4-1601-4520-000 MTGS/CONF./TRNG & D… 550.00
101-4-1601-4525-000 ELECTION 2,452.80
101-4-1601-4601-000 SUPPLIES 34.44
101-4-1601-4734-000 CODIFICATION 86.00
101-4-2101-4304-000 LEGAL SERVICES 48,300.00
101-4-2101-4532-000 SPECIAL PROJECTS 15,185.40
101-4-2101-4701-000 NPDES 1,184.90
101-4-2101-4735-000 LITIGATION 316.00
101-4-2501-4301-000 PROFESSIONAL SERVICES 34,145.00
101-4-2501-4309-000 OTHER CONTRACTUAL S… 485.02
22 Accounts Payable Payable Dates: 09/13/2024 - 10/24/2024 10/24/2024 11:33:17 AM Page 13 of 15
Account Summary
Account Number Account Name Payment Amount
101-4-2501-4521-000 MEMBERSHIP & DUES 110.00
101-4-2501-4601-000 SUPPLIES 91.64
101-4-3101-4301-000 PROFESSIONAL SERVICES 1,193.34
101-4-3101-4305-000 TECHNOLOGY SERVICES 14,883.34
101-4-3101-4481-000 COMPUTER EXPENSE 12,897.28
101-4-3501-4301-000 PROFESSIONAL SERVICES 720.00
101-4-3501-4306-000 WEBSITE SERVICES 4,112.33
101-4-3501-4422-000 EQUIP RENTAL LEASE - P… 613.93
101-4-3501-4431-000 BUILDING & GROUND M… 7,639.02
101-4-3501-4471-000 RENT 515.43
101-4-3501-4512-000 POSTAGE 506.80
101-4-3501-4513-000 PRINTING 407.77
101-4-3501-4517-000 VEHICLE MAINTENANCE 35.00
101-4-3501-4542-000 INTEREST EXPENSE - LEA… 80.27
101-4-3501-4553-000 COMMUNITY BRANDING 1,449.00
101-4-3501-4601-000 SUPPLIES 863.21
101-4-3501-4612-000 OPERATING SUPPLIES 2,076.42
101-4-4101-4206-000 MEDICAL INSURANCE 628.00
101-4-4101-4501-000 ADVERTISING & PROMO… 30.00
101-4-4101-4521-000 MEMBERSHIP & DUES 445.00
101-4-4101-4524-000 RECREATION-SENIOR TR… 1,396.00
101-4-4101-4527-000 REC-CITY SPECIAL EVENTS 5,773.41
101-4-4101-4533-000 COMMUNITY ASSISTAN… 5,750.00
101-4-4101-4601-000 SUPPLIES 90.32
101-4-4102-4411-000 UTILITIES 557.27
101-4-4102-4431-000 BUILDING & GROUND M… 14,965.28
101-4-4103-4309-000 OTHER CONTRACTUAL S… 313.50
101-4-4103-4411-000 UTILITIES 4,587.40
101-4-4103-4431-000 BUILDING & GROUND M… 2,303.74
101-4-4401-4206-000 MEDICAL INSURANCE 314.00
101-4-4401-4513-000 PRINTING 501.91
101-4-4401-4520-000 MTGS/CONF./TRNG & D… 541.24
101-4-4401-4601-000 SUPPLIES 2,141.35
101-4-4402-4751-000 C.S-BUILDING 37,781.38
101-4-4403-4761-000 C.S-CODE ENFORCEMENT 9,386.20
101-4-4501-4471-000 RENT 1,035.00
101-4-4501-4520-000 MTGS/CONF/TRNG & D… 1,281.88
101-4-4501-4562-000 PERMITS 15,034.76
101-4-4501-4601-000 SUPPLIES 442.29
101-4-4501-4612-000 OPERATING SUPPLIES 117.03
101-4-4501-4701-000 NPDES 15,964.67
101-4-4501-4702-000 AB939-SOLID WASTE 4,020.00
101-4-4501-4741-000 C.S-CITY ENGINEERING 15,432.21
101-4-4503-4771-000 C.S-STREET MAINTENAN… 69,928.32
101-4-5101-4308-000 LAW ENFORCEMENT 892,517.60
101-4-5102-4511-000 COMMUNICATION 44.09
101-4-5102-4516-000 FUEL 604.99
101-4-5102-4517-000 VEHICLE MAINTENANCE 59.80
101-4-5102-4520-000 MTGS/CONF./TRNG & D… 278.29
101-4-5102-4612-000 OPERATING SUPPLIES 142.80
101-4-5102-4721-000 C.S-CROSSING GUARDS 29,296.48
101-4-5401-4471-000 RENT 2,150.00
101-4-5401-4601-000 SUPPLIES 82.51
101-4-5401-4612-000 OPERATING SUPPLIES 176.09
102-4-3501-4411-000 UTILITIES 9,943.71
102-4-3501-4431-000 BUILDING & GROUND M… 17,782.59
103-2610-000 MISC. DEPOSITS PAYABLE 360.00
103-34130 FACILITY RENTAL 7,409.75
23 Accounts Payable Payable Dates: 09/13/2024 - 10/24/2024 10/24/2024 11:33:17 AM Page 14 of 15
Account Summary
Account Number Account Name Payment Amount
103-34150 OTHER INCOME 5.00
103-34161 CONTRACT CLASSES 443.00
103-34169 REFUNDS -100.00
103-4-4105-4305-000 TECHNOLOGY SERVICES 6,801.54
103-4-4105-4309-000 OTHER CONTRACTUAL S… 9,349.40
103-4-4105-4411-000 UTILITIES 5,914.81
103-4-4105-4431-000 BUILDING & GROUND M… 31,543.91
103-4-4105-4451-000 FARM OPERATING EXPE… 64,886.92
103-4-4105-4511-000 COMMUNICATION 215.37
103-4-4105-4561-000 TAXES/FEES/PERMITS 2,269.86
103-4-4105-4570-000 CITY CAMP EXPENSE 2,643.75
103-4-4105-4601-000 SUPPLIES 358.28
103-4-4105-4612-000 OPERATING SUPPLIES 836.52
203-4-4502-4301-000 PROFESSIONAL SERVICES 7,927.56
203-4-4503-4411-000 UTILITIES 28,455.02
203-4-4503-4771-000 C.S-STREET MAINTENAN… 90,328.75
203-4-4503-4772-000 C.S-STREET SWEEPING 26,916.18
204-4-6104-4309-000 OTHER CONTRACTUAL S… 5,584.00
215-4-5102-4803-000 PUBLIC SAFETY EQUIPM… 9,156.27
225-4-6141-4309-000 OTHER CONTRACTUAL S… 675.00
241-4-6141-4309-000 OTHER CONTRACTUAL S… 13,873.17
241-4-6141-4481-000 IT/COMPUTER EQUIPM… 4,380.54
251-4-6151-4309-000 OTHER CONTRACTUAL S… 9,024.06
261-2102-000 VOUCHERS PAYABLE 219.10
261-2103-000 RETENTIONS PAYABLE -1,208.30
261-4-6161-7301-000 COST OF F&B 2,069.60
261-4-6161-7401-000 EQUIPMENT MAINTENA… 10,903.77
261-4-6161-7402-000 COMPUTER EXPENSE 630.00
261-4-6161-7411-000 UTILITIES 13,704.63
261-4-6161-7421-000 BUILDING & GROUND M… 9,319.82
261-4-6161-7425-000 POOL MAINTENANCE 4,056.70
261-4-6161-7431-000 SUPPLIES 112.31
261-4-6161-7432-000 MINOR EQUIPMENT 209.08
261-4-6161-7433-000 OPERATING SUPPLIES 436.86
261-4-6161-7440-000 MEETINGS/CONFERENC… 38.92
261-4-6161-7441-000 MARKETING 3,344.01
261-4-6161-7445-000 FEES & PERMITS 1,601.66
261-4-6161-7451-000 MANAGEMENT FEES 12,083.00
311-4-8301-5501-000 DESIGN 2,300.00
411-4-7101-4542-000 INTEREST & FISCAL CHGS 1,550.00
731-4-7501-4542-000 INTEREST & FISCAL CHGS 2,309.04
Grand Total: 2,426,522.40
Project Account Summary
Project Account Key Payment Amount
**None** 2,380,705.15
1002FALL 9,349.40
1385501 2,300.00
9014612 1,372.74
9284520 30.00
9974570 2,643.75
CDBGCV4309 2,000.00
ENG 2250 1,112.50
ENG 2252 498.75
ENG 2254 292.50
ENG 2256 4,275.00
ENG 2257 1,211.95
ENG 5003 498.75
24 Accounts Payable Payable Dates: 09/13/2024 - 10/24/2024 10/24/2024 11:33:17 AM Page 15 of 15
Project Account Summary
Project Account Key Payment Amount
ENG 5004 525.00
ENG 5057 210.00
GPA-2024-00003 841.45
SB13834309 675.00
SDP-2022-0001 2,478.50
SDP-2022-0004 14,923.96
SPA-2022-00001 578.00
Grand Total: 2,426,522.40
25 City of Aliso Viejo
AGENDA ITEM
DATE: November 6, 2024
TO: Mayor and City Council
FROM: Ann Eifert, Director of Financial Services/City Treasurer SUBJECT: TREASURER’S STATEMENTS – AUGUST AND SEPTEMBER 2024 Recommended Action:
Receive and file the August and September 2024 Treasurer’s Statements.
Fiscal Impact:
No Fiscal Impact.
Background:
Per City policy, the Finance Department presents the monthly Treasurer’s Statement for the City Council’s review. This statement shows the cash balances for the various funds, with a breakdown of bank account balances, investment account balances and the effective yield earned from investments.
Discussion:
The City’s portfolio consists of investments in Certificates of Deposits, US Treasuries, US Federal Agencies, Corporate Bonds, and Local Agency Investment Fund (LAIF). All funds invested with LAIF are available for withdrawal within 24 hours.
The Treasurer’s Statement provides information regarding the City’s investment portfolio and activity during the reporting month. The City’s investment portfolio is in compliance with all government codes as well as the City’s investment policy. Interest is credited to the City’s bank account monthly and allocated among the City’s funds. The current portfolio provides sufficient cash flow liquidity to meet the upcoming operating expenses and spending requirements for the next 6 months.
Attachment:
1. August 2024 Treasurer’s Statement
2. September 2024 Treasurer’s Statement
26 TREASURER'S MONTHLY CASH STATEMENT
BEGINNING TRANSFERS ENDING
BALANCE RECEIPTS DISBURSEMENTS IN (OUT) BALANCE
GENERAL FUND 1,527,609.10 $ 3,508,444.88 $ 2,791,691.27 $ (148,700.40) $ 2,095,662.31 $ TCRF 73,350.77 $ 2,009.39 75,360.16
GAS TAX FUND 979,745.86 $ 178,964.57 160,120.98 998,589.45 MEASURE M 1,842,467.32 $ 44,252.77 3,136.00 1,883,584.09 SB1-RMRA 1,004,514.46 $ 142,114.83 1,146,629.29
PUBLIC SAFETY GRANTS 271,657.52 $ 8,002.10 17,107.91 262,551.71 (1) AIR QUALITY IMPRVMNT FD 1,427,999.67 $ 38,716.53 1,466,716.20 INTEGRATED WASTE MGMT FD 204,883.56 $ 3,575.77 2,042.50 206,416.83 OTHER GRANTS 44,085.33 $ 44,085.33
TECHNOLOGY GRANT 366,438.53 $ 27,470.72 4,380.54 389,528.71 DEVELOPMENT IMPACT 1,377,777.33 $ 1,377,777.33
FEDERAL GRANTS (126,243.05) $ 159,209.39 39,175.94 (7,852.00) (14,061.60) CITY FACILITY - AV CTR 179,758.92 $ 179,758.92
CITY FACILITY - AQUATIC CTR (51,953.22) $ 82,549.40 152,368.79 159,251.92 37,479.31 STREET IMPROVEMENTS $ 907.80 907.80 - (2)
CAPITAL IMPROVEMENTS 28,239.88 $ 28,239.88 (0.00) (2)
STORM WATER - $ 3,406.00 (3,406.00) (2)
COP CAPITAL - $ - (2)
COP - $ -
AV RANCH FOUNDATION 100.00 $ 100.00
CFD 2005-01 0.00 $ 0.00
RENEWABLE FARMS 2,699.52 $ (2,699.52) 0.00
COMMUNITY TRUST 5,562.68 $ 5,562.68
TOTALS 9,159,601.98 $ 4,195,310.35 $ 3,202,577.61 $ (0.00) $ 10,152,334.72 $ SUMMARY OF CASH:
DEMAND DEPOSITS: GENERAL ACCOUNT 1,496,334.58 $
INVESTMENTS: LOCAL AGENCY INVESTMENT FD 6,667,959.24 $
MONEY MARKET/SWEEP ACCOUNT 1,988,040.90 $
TOTAL CASH 10,152,334.72 $
Years to Maturity for August 2024 1.31
Weighted Average Yield for August 2024 4.110%
All investments are placed in accordance with the City of Aliso Viejo's Investment Policy.
The above summary provides sufficient cash flow liquidity to meet the next six month's estimated expenditures.
Other monies held include Cash with Fiscal Agent, Investments, Payroll and AV Center. $ 38,902,717.41 Cash With Fiscal Agent COPS/CFD 2005-01 3,251,966.60
Cash With Investment Advisor City Investments 34,115,596.79 AV Center 1,272,736.84
PR Account 260,256.57
Petty Cash 2,160.61
GRAND TOTAL OF CITY FUNDS 49,055,052.13 $
(1) Public Safety Grant includes the MDC and PVS Program Costs budgeted with SLESF funds. (2) Transfers in and out are done on a quarterly basis.
Street Improvements include the Slurry Seal, Traffic Management and Street Improvement Projects.
Capital Improvements include City Hall, AV Ranch, and other city facilities.
Storm Water includes the Dairy Fork and Wood Canyon Emergent Wetland Project.
CITY OF ALISO VIEJO
August 31, 2024
27 28 29 30 31 32 33 Local Agency Investment Fund
P.O. Box 942809
Sacramento, CA 94209-0001
(916) 653-3001
CITY OF ALISO VIEJO
DIRECTOR OF FINANCIAL SVCS/ CITY TREAS
12 JOURNEY, #100
ALISO VIEJO, CA 92656
Account Number: 98-30-007
August 2024 Statement
Effective
Date
Transaction
Date
Tran
Type Confirm
Number
Web
Confirm
Number Authorized Caller Amount
8/23/2024 8/23/2024 RD 1758872 1719394 ANN EIFERT 1,000,000.00 Account Summary
Total Deposit: 1,000,000.00 Beginning Balance: 5,667,959.24 Total Withdrawal: 0.00 Ending Balance: 6,667,959.24
34 August 4.579
July 4.516
June 4.480
May 4.332
April 4.272
March 4.232
PMIA Average Life(1): 217
LAIF Fair Value Factor(1): 0.996316042
PMIA Daily(1): 4.52
PMIA Quarter to Date(1): 4.36
LAIF Apportionment Rate(2): 4.55
LAIF Earnings Ratio(2): 0.00012419067099490
LAIF Administrative Cost(1)*: 0.16
Treasuries
Agencies 59.17%
22.68%
Certificates of
Deposit/Bank Notes
8.31%
Time
Deposits
3.09%
Commercial
Paper
6.07%
Corporate
Bonds
0.44%
Loans
0.24%
Notes: The apportionment rate includes interest earned on the CalPERS Supplemental Pension Payment pursuant to Government Code 20825 (c)(1) and interest earned on the Wildfire Fund loan pursuant to Public Utility Code 3288 (a). *The percentage of administrative cost equals the total administrative cost divided by the quarterly interest earnings. The law provides that administrative costs are not to exceed 5% of quarterly EARNINGS of the fund. However, if the 13-week Daily Treasury Bill Rate on the last day of the fiscal year is below 1%, then administrative costs shall not exceed 8% of quarterly EARNINGS of the fund for the subsequent fiscal year.
Source:
(1) State of California, Office of the Treasurer
(2) State of Calfiornia, Office of the Controller
PMIA Average Monthly
Effective Yields(1)
PMIA/LAIF Performance Report
as of 9/11/24
Daily rates are now available here. View PMIA Daily Rates Quarterly Performance
Quarter Ended 06/30/24
Chart does not include $1,394,000.00 in mortgages, which equates to 0.001%. Percentages may not total 100% due to rounding.
Pooled Money Investment Account
Monthly Portfolio Composition (1)
7/31/24
$170.8 billion
35 TREASURER'S MONTHLY CASH STATEMENT
BEGINNING TRANSFERS ENDING
BALANCE RECEIPTS DISBURSEMENTS IN (OUT) BALANCE
GENERAL FUND $ 2,095,662.31 $ 3,435,484.72 $ 4,426,564.59 $ 996.49 $ 1,105,578.93 TCRF $ 75,360.16 2,595.00 77,955.16
GAS TAX FUND $ 998,589.45 175,018.23 90,271.29 1,083,336.39 MEASURE M $ 1,883,584.09 228,106.22 (2,764.49) 2,108,925.82 SB1-RMRA $ 1,146,629.29 154,367.86 1,300,997.15
PUBLIC SAFETY GRANTS $ 262,551.71 21,651.20 6,120.27 278,082.64 (1) AIR QUALITY IMPRVMNT FD $ 1,466,716.20 67,683.53 1,534,399.73 INTEGRATED WASTE MGMT FD $ 206,416.83 7,158.56 675.00 212,900.39 OTHER GRANTS $ 44,085.33 44,085.33
TECHNOLOGY GRANT $ 389,528.71 13,108.09 12,910.37 389,726.43 DEVELOPMENT IMPACT $ 1,377,777.33 1,377,777.33
FEDERAL GRANTS $ (14,061.60) 524.06 (1,638.00) (16,223.66) CITY FACILITY - AV CTR $ 179,758.92 179,758.92
CITY FACILITY - AQUATIC CTR $ 37,479.31 76,228.53 92,854.87 20,852.97 STREET IMPROVEMENTS $ - - (2)
CAPITAL IMPROVEMENTS $ - - (2)
STORM WATER $ (3,406.00) 3,406.00 - (2)
COP CAPITAL $ - - (2)
COP $ - 1,550.00 (1,550.00)
AV RANCH FOUNDATION $ 100.00 100.00
CFD 2005-01 $ 0.00 19,297.57 19,297.57 0.00
COMMUNITY TRUST $ 5,562.68 5,562.68
TOTALS $ 10,152,334.72 $ 4,200,699.51 $ 4,650,768.02 $ - $ 9,702,266.21 SUMMARY OF CASH:
DEMAND DEPOSITS: GENERAL ACCOUNT $ 674,124.99
INVESTMENTS: LOCAL AGENCY INVESTMENT FD $ 6,417,959.24
MONEY MARKET/SWEEP ACCOUNT $ 2,610,181.98
TOTAL CASH $ 9,702,266.21
Years to Maturity for September 2024 1.41
Weighted Average Yield for September 2024 4.030%
All investments are placed in accordance with the City of Aliso Viejo's Investment Policy.
The above summary provides sufficient cash flow liquidity to meet the next six month's estimated expenditures.
Other monies held include Cash with Fiscal Agent, Investments, Payroll and AV Center. $ 36,359,719.79 Cash With Fiscal Agent COPS/CFD 2005-01 1,295,848.59
Cash With Investment Advisor City Investments 33,547,429.30 AV Center 1,232,923.79
PR Account 281,357.50
Petty Cash 2,160.61
GRAND TOTAL OF CITY FUNDS 46,061,986.00 $
(1) Public Safety Grant includes the MDC and PVS Program Costs budgeted with SLESF funds. (2) Transfers in and out are done on a quarterly basis.
Street Improvements include the Slurry Seal, Traffic Management and Street Improvement Projects.
Capital Improvements include City Hall, AV Ranch, and other city facilities.
Storm Water includes the Dairy Fork and Wood Canyon Emergent Wetland Project.
CITY OF ALISO VIEJO
September 30, 2024
36 37 38 39 40 41 42 Local Agency Investment Fund
P.O. Box 942809
Sacramento, CA 94209-0001
(916) 653-3001
October 10, 2024
LAIF Home
PMIAAverage Monthly
Yields
CITY OF ALISO VIEJO
DIRECTOR OF FINANCIAL SVCS/ CITY TREAS
12 JOURNEY, #100
ALISO VIEJO, CA 92656
Account Number: 98-30-007
September 2024 Statement
Tran Type Definitions
Effective
Date
Transaction
Date
Tran
Type
Confirm
Number
Web
Confirm
Number Authorized Caller Amount
9/10/2024 9/10/2024 RW 1759293 1719820 ANN EIFERT -250,000.00 Account Summary
Total Deposit: 0.00 Beginning Balance: 6,667,959.24
Total Withdrawal: -250,000.00 Ending Balance: 6,417,959.24 43 September 4.575
August 4.579
July 4.516
June 4.480
May 4.332
April 4.272
PMIA Average Life(1): 217
LAIF Fair Value Factor(1): 0.996316042
PMIA Daily(1): 4.52
PMIA Quarter to Date(1): 4.36
LAIF Apportionment Rate(2): 4.55
LAIF Earnings Ratio(2): 0.00012419067099490
LAIF Administrative Cost(1)*: 0.16
Treasuries
58.85% Agencies
23.21%
Certificates of
Deposit/Bank Notes
8.17%
Time
Deposits
3.22%
Commercial
Paper
5.79%
Corporate
Bonds
0.51%
Loans
0.26%
Notes: The apportionment rate includes interest earned on the CalPERS Supplemental Pension Payment pursuant to Government Code 20825 (c)(1) and interest earned on the Wildfire Fund loan pursuant to Public Utility Code 3288 (a). *The percentage of administrative cost equals the total administrative cost divided by the quarterly interest earnings. The law provides that administrative costs are not to exceed 5% of quarterly EARNINGS of the fund. However, if the 13-week Daily Treasury Bill Rate on the last day of the fiscal year is below 1%, then administrative costs shall not exceed 8% of quarterly EARNINGS of the fund for the subsequent fiscal year.
Source:
(1) State of California, Office of the Treasurer
(2) State of Calfiornia, Office of the Controller
PMIA Average Monthly
Effective Yields(1)
PMIA/LAIF Performance Report
as of 10/02/24
Daily rates are now available here. View PMIA Daily Rates Quarterly Performance
Quarter Ended 06/30/24
Chart does not include $1,368,000.00 in mortgages, which equates to 0.001%. Percentages may not total 100% due to rounding.
Pooled Money Investment Account
Monthly Portfolio Composition (1)
8/31/24
$163.4 billion
44 City of Aliso Viejo
AGENDA ITEM
DATE: November 6, 2024
TO: Mayor and City Council
FROM: Ann Eifert, Director of Financial Services/Treasurer SUBJECT: COMMUNITY FACILITIES DISTRICT NO. 2005-01 (GLENWOOD AT
ALISO VIEJO) LOCAL AGENCY SPECIAL TAX AND BOND
ACCOUNTABILITY ACT COMPLIANCE (SB 165) REPORT FOR FISCAL YEAR ENDED JUNE 30, 2024
Recommended Action:
For City Council to accept and file the Community Facilities District No. 2005-01 (Glenwood at Aliso Viejo) Local Agency Special Tax and Bond Accountability Act Compliance (“SB 165”) Report for Fiscal Year June 30, 2024.
Fiscal Impact:
There is no fiscal impact to accept and file the report.
Background:
Community Facilities District No. 2005-01(Glenwood at Aliso Viejo) (“CFD No. 2005-01”) was formed by the City on March 16, 2005, for the purpose of financing the acquisition and/or construction of certain public improvements to be owned by the City, the County of Orange and Moulton Niguel Water District. On December 6, 2007, the City issued the CFD No. 2005-01 (Glenwood at Aliso Viejo) 2007 Special Tax Bonds (the “2007 Bonds”) in the amount of $34,070,000. Proceeds of the Bonds were used to finance the acquisition and construction of the authorized public facilities. On February 13, 2014, the City issued for CFD No. 2005-01 the 2014 Special Tax Refunding Bonds in the aggregate amount of $32,270,000 (“Refunding Bonds”).
On December 5, 2023, the City issued for CFD No. 2005-01 the 2023 Special Tax Refunding Bonds in the aggregate amount of $23,430,000 (“Refunding Bonds”).
Discussion:
The Senate Bill (SB) 165 Report includes information prepared in compliance with the Local Agency Special Tax and Bond Accountability Act (“Accountability Act”). The 45
Accountability Act was enacted by California State Legislature through Senate Bill 165 to provide accountability measures for any local special tax and/or bond measure subject to voter approval on or after January 1, 2001. According to the requirements of the Accountability Act (Sections 50075.1 and 53410 of the Government Code of the State of California), an annual report must be filed by the local agency levying the special tax and or issuing a bond measure and shall contain a description of the following:
(1) The amount of funds collected and expended.
(2) The status of any project required or authorized to be funded by the special tax and/or bond measure.
The SB 165 Report includes information regarding the amount of annual Special Taxes collected and the authorized expenditures for fiscal year 2023-24.
There are no status updates as the projects have been completed.
Attachment:
1. SB 165 Report for Fiscal Year Ended June 30, 2024
46 City of Aliso Viejo
Community Facilities District No. 2005-01
(Glenwood at Aliso Viejo)
Local Agency Special Tax and Bond
Accountability Act Compliance Report
(SB 165)
Fiscal Year Ended June 30, 2024
Prepared for:
City of Aliso Viejo
12 Journey, Suite 100
Aliso Viejo, CA 92656
949-425-2500
47 City of Aliso Viejo
City of Aliso Viejo
Mitzi Ortiz, City Manager
Ann Eifert, Director of Financial Services/City Treasurer 12 Journey, Suite 100
Aliso Viejo, CA 92656
T. 949-425-2500
Bond Counsel
Best, Best & Krieger LLP
Kim Byrens, Partner
655 West Broadway, 15th Floor
San Diego, CA 92101
T. 619-525-1300
Fiscal Agent
The Bank of New York Mellon Trust Company, N.A.
Robin Lee, Client Service Manager
400 South Hope Street, 5th Floor
Los Angeles, CA 90071
T. 213-553-4486
Special Tax Administrator
Koppel & Gruber Public Finance
Lyn Gruber/Kara Meverden
334 Via Vera Cruz, Suite 256
San Marcos, CA 92078
T. 760-510-0290
48 TABLE OF CONTENTS
Section I. Background.................................................................................................................... 1 Section II. Bond Proceeds.............................................................................................................. 2 Section III. Collection of Special Taxes........................................................................................... 3 Section IV. Authorized Facilities.................................................................................................... 4 Section V. Expenditures to Fund Authorized Facilities.................................................................. 5 49 ______________________________________________________________________________ City of Aliso Viejo, Community Facilities District No. 2005-01 (Glenwood at Aliso Viejo) 1 Local Agency Special Tax and Bond Accountability Act Compliance (SB 165) Fiscal Year Ended June 30, 2024
SECTION I. BACKGROUND
The Local Agency Special Tax and Bond Accountability Act (“Accountability Act”) was enacted by California State Legislature through Senate Bill 165 to provide accountability measures for any local special tax and/or bond measure subject to voter approval on or after January 1, 2001.
According to the requirements of the Accountability Act (Sections 50075.1 and 53410 of the Government Code of the State of California), an annual report must be filed by the local agency levying a special tax and/or issuing a bond measure on or before each January 1, commencing January 1, 2002, and shall contain a description of the following:
(1) The amount of funds collected and expended to fund authorized facilities. (2) The status of any project required or authorized to be funded by the special tax and/or bond measure.
The information contained in this Report has been compiled and is being presented to and in accordance with the requirements outlined in the Accountability Act for Fiscal Year 2023/2024 for the City of Aliso Viejo (“City”) and their Community Facilities District No. 2005-01 (Glenwood at Aliso Viejo) (“CFD No. 2005-01” or “CFD”).
50 ______________________________________________________________________________ City of Aliso Viejo, Community Facilities District No. 2005-01 (Glenwood at Aliso Viejo) 2 Local Agency Special Tax and Bond Accountability Act Compliance (SB 165) Fiscal Year Ended June 30, 2024
SECTION II. BOND PROCEEDS
On December 6, 2007, the City issued 2007 Special Tax Bonds (“2007 Bonds”) in the aggregate principal amount of $34,070,000, the proceeds of which were used to pay the costs of acquisition and construction of certain public facilities within CFD No. 2005-01. The City issued 2014 Special Tax Refunding Bonds (“2014 Refunding Bonds”) on February 13, 2014 in the aggregate principal amount of $32,270,000. A portion of the proceeds of the 2014 Refunding Bonds, together with certain existing funds on hand, were used to defease and refund the City’s 2007 Bonds. On December 5, 2023, the City issued 2023 Special Tax Refunding Bonds (“2023 Refunding Bonds”) in the aggregate principal amount of $23,430,000. A portion of the proceeds of the 2023 Refunding Bonds, together with certain existing funds on hand, were used to defease and refund the City’s 2014 Refunding Bonds. The table below summarizes the application of the 2023 Refunding Bond proceeds:
Fund/Account/Subaccount Bond Proceeds
Costs of Issuance Fund $392,059.57
Reserve Fund 1,269,210.59
Redemption of 2014 Refunding Bonds 26,924,966.56
Total1 $28,586,236.72 1 The difference between the 2023 Refunding Bond issue amount of $23,430,000 and the total Bond proceeds deposited is the Original Issue Premium less the Underwriter’s Discount, plus funds on hand from the 2014 Refunding Bonds.
51 ______________________________________________________________________________ City of Aliso Viejo, Community Facilities District No. 2005-01 (Glenwood at Aliso Viejo) 3 Local Agency Special Tax and Bond Accountability Act Compliance (SB 165) Fiscal Year Ended June 30, 2024
SECTION III. COLLECTION OF SPECIAL TAXES
In accordance with the FAA, all Special Taxes collected by the City shall be deposited into the Special Tax Fund. The table below provides a summary of the Special Taxes deposited, interest accrued, transfers, and other transactions within the special tax fund established for the 2014 Refunding Bonds and the Special Tax Fund established under the FAA for the 2023 Refunding Bonds for Fiscal Year ended June 30, 2024.
Item Balance
Beginning Balance as of July 1, 2023 $1,747,005.68
Sources of Funds:
Special Tax Receipts $2,177,751.44
Interest Accrued 28,808.55
Miscellaneous Transfers In1 440,269.12
Subtotal: Sources of Funds $2,646,829.11
Uses of Funds:
Transfers to Administrative Expense Fund2 ($84,014.00)
Transfers to Bond Fund (Debt Service) (2,249,314.51)
Miscellaneous Transfers (Out)3 (141,931.80)
Subtotal: Uses of Funds ($2,475,260.31)
Ending Balance as of June 30, 2024 $1,918,574.48 1 Consists of transfers of remaining funds from the 2014 Refunding Bonds into the Special Tax Fund for the 2023 Refunding Bonds. 2 The budgeted administrative expenses were inadvertently transferred into both the Administrative Expense Fund for the 2014 Refunding Bonds and the 2023 Refunding Bonds. Prior to closeout of the current fiscal year expenses for the 2023 Refunding Bonds, the overage will be transferred into the Special Tax Fund for payment of a portion of the debt service due on September 1, 2024. 3 Consists of a transfer made to replenish the 2014 Refunding Bonds’ Reserve Fund in July 2023. 52 ______________________________________________________________________________ City of Aliso Viejo, Community Facilities District No. 2005-01 (Glenwood at Aliso Viejo) 4 Local Agency Special Tax and Bond Accountability Act Compliance (SB 165) Fiscal Year Ended June 30, 2024
SECTION IV. AUTHORIZED FACILITIES
CFD No. 2005-01 is authorized to finance the acquisition and construction and engineering design of certain facilities to be owned by the City, the County of Orange, and the Moulton Niguel Water District (the “Facilities”).
Details of the authorized Facilities are as follows:
- The Community Conference Center;
- The Aquatic Center;
- The Public Park;
- The Public Parking Lot;
- Golf Drive;
- Water and sewer facilities to be owned, operated and maintained by the Moulton Niguel Water District (the “Water District”) as are necessary to serve the proposed development within CFD No. 2005-01;
- Water and sewer facilities to be owned, operated and maintained by the Water District that would otherwise be financed from the proceeds of the connection fees payable to the Water District for the development within CFD No. 2005-01; - Storm water facilities that will replace existing storm facilities for collection and transport of off-site storm water to be owned, operated and maintained by the City; - Street improvements to be owned, operated and maintained by the County that would otherwise be financed from the proceeds of fees payable to the County as part of the county’s Coastal Area Road Improvement and Moulton Parkway and Laguna Niguel Road Programs for the development within CFD No. 2005-01;
- Those public facilities authorized to be financed from the proceeds of the Community Enhancement Fee as required pursuant to the Development Agreement dated September 1, 2004 (“Development Agreement”);
- Offsite traffic mitigation improvements as required to be provided pursuant to the Development Agreement; and
- Offsite park enhancement improvements as required to be provided pursuant to the Development Agreement.
53 ______________________________________________________________________________ City of Aliso Viejo, Community Facilities District No. 2005-01 (Glenwood at Aliso Viejo) 5 Local Agency Special Tax and Bond Accountability Act Compliance (SB 165) Fiscal Year Ended June 30, 2024
SECTION V. EXPENDITURES TO FUND AUTHORIZED
FACILITIES
The improvement fund established for the 2007 Bonds to pay for authorized facilities (the “2007 Improvement Fund”) had a balance remaining of approximately $662,337 at June 30, 2013.
Approximately $30,000 of the total amount remaining in the 2007 Improvement Fund was transferred to the Improvement Fund under the FAA to finance remaining obligations for the construction of the City’s aquatic center facilities. The net amount, plus interest, following the transfer of funds to the Improvement Fund, was combined with other sources of funding and used to defease and fully refund the 2007 Bonds.
The following table shows the amount deposited in the Improvement Fund, interest accrued, transfers and expenditures made to fund the authorized facilities from bond issuance. The final expenditures were paid from the Improvement Fund during the fiscal year ended June 30, 2015 and the fund was subsequently closed.
Item Balance
Sources of Funds:
Deposit into the Improvement Fund1 $30,000.00
Interest Accrued 5.52
Total Sources of Funds $30,005.52
Expenditures:
Aquatic Center Improvements ($21,386.23)
Transfer to Bond Fund2 (8,619.29)
Total Expenditures ($30,005.52) 1 Transferred from the 2007 Improvement Fund. 2 Transferred remaining balance to Bond Fund. 54 City of Aliso Viejo
AGENDA ITEM
DATE: November 6, 2024
TO: Mayor and City Council
FROM: Shaun Pelletier, City Engineer
SUBJECT: APPROVAL OF THE SUBMITTAL OF THE LA PAZ ROAD REGIONAL
TRAFFIC SIGNAL SYNCHRONIZATION PROJECT TO THE ORANGE
COUNTY TRANSPORTATION AUTHORITY
Recommended Action:
Adopt a resolution approving the submittal of the La Paz Road Regional Traffic Signal Synchronization Project to OCTA for funding under the competitive Measure M2 Regional Traffic Signal Synchronization Program (Project P).
Fiscal Impact:
If awarded, the City of Aliso Viejo will be responsible for a local match of 20%, which is estimated at $82,471.20. This would be funded with Measure M funds and would be included in the FY 2025-26 CIP budget.
Background:
In 1990, Orange County voters approved Measure M, a 20-year half-cent local transportation sales tax. Then in 2006, Orange County voters approved the renewal of the Measure M half-cent transportation sales tax, known as Measure M2, through 2041.
OCTA distributes Measure M2 funds on a formula basis or through a competitive process.
Discussion:
The Regional Traffic Signal Synchronization Program (Project P) provides funds to improve traffic flow, reduce congestion, and reduce greenhouse gas emissions along key corridors and across multiple jurisdictions in Orange County. Most recently, the City received Project P funding for traffic signal synchronization along Aliso Creek Road.
As part of its 2024 Call for Projects under Measure M2, OCTA accepted project applications for Project P. The application process requires that the City adopt a resolution supporting the proposed project improvements. 55
The City of Aliso Viejo is partnering with the City of Laguna Niguel, City of Laguna Hills, City of Mission Viejo, and Caltrans to prepare and submit a project application for signal synchronization along La Paz Road between Olympiad Road/Felipe Road to Crown Valley Parkway. This regional corridor is nearly 8 miles long and includes 33 signalized intersections, two of which are in the City of Aliso Viejo (La Paz Road at Pacific Park Drive and SR-73 Ramp). The application also includes four offset traffic signals (Pacific Park Drive at Aliso Niguel, Heather Ridge Road, Alicia Parkway, and Mareblu). The project includes implementation of radar vehicle detection and installation of traffic signal fiber optic communication system. La Paz Road is identified as a project corridor in OCTA’s adopted Traffic Signal Synchronization Master Plan and the City’s adopted Local Signal Synchronization Plan. The signal timing needs to be adapted to changing traffic patterns due to population growth and increased traffic demand.
Attachment:
1. Resolution
56
RESOLUTION NO. 2024-___
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ALISO
VIEJO, CALIFORNIA, APPROVING THE SUBMITTAL OF ONE
IMPROVEMENT PROJECT TO THE ORANGE COUNTY
TRANSPORTATION AUTHORITY FOR FUNDING UNDER THE
COMPETITIVE MEASURE M2 REGIONAL TRANSPORTATION SIGNAL
SYNCHRONIZATION PROGRAM
WHEREAS, the Measure M2 Regional Traffic Signal Synchronization Program targets over 2000 signalized intersections across Orange County to maintain traffic signal synchronization, improve traffic flow, and reduce congestion across jurisdictions; and WHEREAS, the City of Aliso Viejo has been declared by the Orange County Transportation Authority to meet the eligibility requirements to receive revenues as part of Measure M2; and
WHEREAS, the City of Aliso Viejo must include all projects funded by Net Revenues in the seven-year Capital Improvement Program as part of the Renewed Measure M Ordinance eligibility requirement; and
WHEREAS, the City of Aliso Viejo authorizes a formal amendment to the seven-year Capital Improvement Program to add projects approved for funding upon approval from the Orange County Transportation Authority Board of Directors, if necessary; and WHEREAS, the City of Aliso Viejo has currently adopted a Local Signal Synchronization Plan consistent with the Regional Traffic Signal Synchronization Master Plan as a key component of local agencies’ efforts to synchronizing traffic signals across local agencies’ boundaries; and
WHEREAS, the City of Aliso Viejo will provide matching funds for the project as required by the Orange County Comprehensive Transportation Funding Programs Procedures Manual; and
WHEREAS, the City of Aliso Viejo will not use Measure M2 funds to supplant Developer Fees or other commitments; and
WHEREAS, the City of Aliso Viejo desires to implement multi-jurisdictional signal synchronization listed below; and
NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Aliso Viejo hereby requests the Orange County Transportation Authority allocate funds in the amounts specified in the City’s application to said City from the Regional Traffic Signal Synchronization Program. Said funds, if approved, shall be matched by funds from said City as required and shall be used as supplemental funding to aid the City in signal synchronization along the following street(s):
57
1) La Paz Road from Olympiad Road/Felipe Road to Crown Valley Parkway PASSED, APPROVED AND ADOPTED this 6th day of November, 2024. ____________________________
Mike Munzing
Mayor
APPROVED AS TO FORM: ATTEST:
________________________ ________________________
Scott C. Smith Lauren Torres
City Attorney Deputy City Clerk
58
STATE OF CALIFORNIA )
COUNTY OF ORANGE ) ss.
CITY OF ALISO VIEJO )
I, LAUREN TORRES, Deputy City Clerk of the City of Aliso Viejo, California, DO HEREBY CERTIFY that the foregoing is the original of Resolution No. 2024-__ duly passed and adopted by the City Council of the City of Aliso Viejo at their regular meeting held on the 6th day of November, 2024, by the following roll call vote, to wit:
AYES:
NOES:
ABSENT:
___________________________
LAUREN TORRES,
DEPUTY CITY CLERK
(SEAL)
59 City of Aliso Viejo
AGENDA ITEM
DATE: November 6, 2024
TO: Mayor and City Council
FROM: Shaun Pelletier, City Engineer
SUBJECT: RELEASE OF BONDS FOR THE GRADING AND LANDSCAPING
IMPROVEMENTS FOR THE CITY LIGHTS CLUBHOUSE RENOVATION
PROJECT
Recommended Action:
Adopt a resolution exonerating Grading Surety Bond No. SUR0076510 and Landscaping Surety Bond No. TIC030116 for the City Lights Clubhouse Renovation Project.
Fiscal Impact:
No fiscal impact exists.
Background:
The City of Aliso Viejo required bonds from City Lights-Aliso Viejo, LLC to assure completion of the grading and landscape improvements for the City Lights Clubhouse Renovation Project. The two surety bonds have a total value of $405,235.85.
Discussion:
The City Lights Clubhouse Renovation Project has been completed. Staff recommends that the City Council adopt a resolution accepting the improvements for the City Lights Clubhouse Renovation Project and exonerating the bonds.
Attachment:
1. Resolution
60
RESOLUTION NO. 2024-___
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ALISO
VIEJO, CALIFORNIA, EXONERATING THE GRADING AND
LANDSCAPING SURETY BONDS ASSOCIATED WITH THE CITY
LIGHTS CLUBHOUSE RENOVATION PROJECT
WHEREAS, the City of Aliso Viejo, in the normal course of its review role has required surety bonds for the grading and landscape work for the City Lights Clubhouse Renovation Project;
WHEREAS, the City of Aliso Viejo, has reviewed and inspected all grading and landscape work associated with the improvements for the City Lights Clubhouse Renovation Project; and
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ALISO VIEJO AS FOLLOWS:
Section 1: Based upon the inspections conducted by the City Engineer, the City Council of the City of Aliso Viejo accepts the grading and landscape improvements for the City Lights Clubhouse Renovation Project.
Section 2: Based upon the City Engineer’s determination that the grading and landscape work is complete, the City Council of the City of Aliso Viejo exonerates the grading and landscaping surety bonds associated with the City Lights Clubhouse Renovation Project.
Grading Surety Bond No. SUR0076510
Landscaping Surety Bond No. TIC030116
Section 3: The City Clerk is hereby authorized and directed to execute a certified copy of this Resolution to be attached to each notice of completion as evidence of the City Council’s acceptance and authorization.
Section 4. The Mayor shall sign this Resolution and the City Clerk shall certify the adoption thereof.
61
PASSED, APPROVED AND ADOPTED this 6th day of November, 2024. ____________________________
Mike Munzing
Mayor
APPROVED AS TO FORM: ATTEST:
________________________ ________________________
Scott C. Smith Lauren Torres
City Attorney Deputy City Clerk
62
STATE OF CALIFORNIA )
COUNTY OF ORANGE ) ss.
CITY OF ALISO VIEJO )
I, LAUREN TORRES, Deputy City Clerk of the City of Aliso Viejo, California, DO HEREBY CERTIFY that the foregoing is the original of Resolution No. 2024-__ duly passed and adopted by the City Council of the City of Aliso Viejo at their regular meeting held on the 6th day of November, 2024, by the following roll call vote, to wit:
AYES:
NOES:
ABSENT:
___________________________
LAUREN TORRES,
DEPUTY CITY CLERK
(SEAL)
63 City of Aliso Viejo
AGENDA ITEM
DATE: November 6, 2024
TO: Mayor and City Council
FROM: So Kim, Community Development Director
SUBJECT: IRVINE-LAGUNA WILDLIFE CORRIDOR PARTNER CHARTER
AGREEMENT
Recommended Action:
Authorize the City Manager to sign the Irvine-Laguna Wildlife Corridor Partner Charter, signifying the City of Aliso Viejo’s support for implementing the Irvine-Laguna Wildlife Corridor.
Fiscal Impact:
None.
Discussion:
The coastal portion of the south Orange County Natural Communities Conservation Plan/Habitat Conservation Plan (NCCP/HCP) encompasses 22,000 acres of protected wilderness habitat. The NCCP/HCP includes portions of Aliso Viejo, Irvine, Laguna Beach, Laguna Woods, Newport Beach, and unincorporated parts of Orange County (“South Coast Wilderness”). These areas have been separated by decades of ongoing urbanization which has caused fragmentation in open space. Areas specific to Aliso Viejo are shown in the Aliso and Wood Canyons Wilderness Park Map (Attachment 1).
In September 2024, Laguna Greenbelt, Inc. contacted Staff regarding the Irvine-Laguna Wildlife Corridor (“Wildlife Corridor”). The Wildlife Corridor (Image 1) is a 6-mile section of the larger 22,000-acre South Coast Wilderness. Laguna Greenbelt, Inc. is a grassroots organization established in 1968 with the purpose of protecting wildlife habitat in Orange County. Laguna Greenbelt, Inc. has been working with various cities to improve the 2.5 mile, Great Park (City of Irvine) stretch of the Wildlife Corridor which will connect the South Coast Wilderness to the Santa Ana Mountains (Image 2). The Wildlife Corridor, if connected, will link the open space areas, ensuring food sources, protecting biodiversity, and allowing animals to flee from various hazards. Plans for the Wildlife Corridor have been developing since the early 1990’s and the Great Park portion is scheduled for completion by 2025.
64
Image 1: Map of Irvine-Laguna Wildlife Corridor
Image 2: Great Park Stretch (2.2 miles)
65
By becoming a signatory on the Irvine-Laguna Wildlife Corridor Partner Charter, the City of Aliso Viejo would be supporting the Wildlife Corridor project in Irvine. The City’s endorsement would enhance funding opportunities for Laguna Greenbelt, Inc., enabling continued development and maintenance of the Wildlife Corridor. Currently, there is approximately $2.2 million with $10 million matching grant for the project, with a goal of $500 million as part of the Wildlife Crossing Fund. Importantly, this action carries no financial obligation for the City and the agreement may be terminated at any time without consequences. Furthermore, the City has the option to actively participate as a partner by attending stakeholder meetings, assisting in the planning process or in related studies.
It should be noted that most recently, Laguna Beach signed on as a partner agency in September 2024 and Irvine in June 2024.
Environmental:
The proposed action is not subject to the California Environmental Quality Act (CEQA) pursuant to State CEQA Guidelines, as it is not a “project” because becoming a signatory on the Irvine-Laguna Wildlife Corridor Partner Charter will not result in adverse physical change to the environment (14 Cal. Code Regs. §15378(a)). Furthermore, even if the proposed action qualified as a “project”, the project would be exempt from CEQA because “it can be seen with certainty that there is no possibility that the activity in question may have a significant [adverse] effect on the environment” (14 Cal. Code Regs. §15061(b)(3)).
Attachments:
1. Map of Aliso and Wood Canyons Wilderness Park
2. Irvine-Laguna Wildlife Corridor Partner Charter Agreement 66 Aliso and Wood Canyons Wilderness Park
67 Aliso Viejo Conservation Open Space Policy Map
68 Protecting Open Space in Orange County since 1968
P.O. Box 860, Laguna Beach 92652
lagunagreenbelt.org
wildlifecorridor.org
Partner Charter
Support for a Functional, Sustainable Irvine-Laguna Wildlife Corridor Purpose of the Charter: This Partner Charter provides a voluntary avenue for partner organizations and government entities to signify collaboration in implementing the IrvineLaguna Wildlife Corridor (Wildlife Corridor).
The Project: The coastal portion of the south Orange County Natural Communities Conservation Plan/Habitat Conservation Plan (NCCP/HCP) encompasses 22,000 acres of protected wilderness habitat offering multiple benefits to wildlife and people. This portion of the NCCP/HCP is a gateway into more than 450,000 acres of wilderness habitat in the Cleveland National Forest that is a regionally important ecosystem. These two areas are separated by decades of ongoing urbanization which has caused fragmentation of the landscape making it difficult for many animals to move between the coastal and inland reserves.
Upon successful completion, the Wildlife Corridor will facilitate wildlife movement between the coastal parks and preserves and the Cleveland National Forest. Wildlife corridors in general, and this Corridor in particular, are an essential tool for mitigating the effects of urbanization and landscape fragmentation by preserving a pathway for wildlife movement between landscapes.
Connectivity fosters the genetic diversity and wildlife movement critical for ecosystem health.
Furthermore, as a designated ‘climate change corridor’ (Olsen, et al 2009), this last available Corridor is essential for maintaining resiliency in the face of climate change. Without this vital connection, the coastal ecosystem will continue to degrade over time due to genetic isolation.
Completed in 2019, the Irvine Wildlife Camera Monitoring Study showed both the lack of targeted species – deer, bobcats, coyotes, and other small mammals -- using the Corridor, and the negative impacts of high human intrusion. The Study underscored the importance of a functional, sustainable wildlife corridor connecting the coastal and inland wilderness areas and made specific recommendations for improving Corridor function. Since the completion of the Study, the Irvine-Laguna Wildlife Corridor Working Group has researched possible opportunities for the funding and implementation of improvements that address the barriers identified in the Study (e.g., rip-rap and sediment removal, vegetation management and fencing, among other solutions).
69 Partners: The Laguna Greenbelt, Inc. is committed to bringing the vision of a completed and functional Corridor to reality by empowering the Irvine-Laguna Wildlife Corridor Working Group to collaborate with local stakeholders and Partners. Partners will be supporting the Corridor by actively participating in upcoming conversations and convening and other activities focused on honing, planning, and implementing specific remediations. By signing this Partner Charter, the organizations and government entities essential to success, signify collaboration in implementing the Irvine-Laguna Wildlife Corridor.
Signed: Dated:
_________________________________ ____________________________________ Current Partners:
City of Irvine
City of Laguna Beach
City of Laguna Woods
California Cultural Resources Preservation Alliance Inc. (CCRPA) California Native Plant Society
Chino Hill State Park Interpretive Association
Coastal Corridor Alliance
Coastal Greenbelt Authority
Crystal Cove Conservancy
Endangered Habitats League (EHL)
Friends of Harbors, Beaches and Parks (FHBP)
Hills for Everyone
Laguna Beach Canyon Alliance of Neighborhoods Defense Organization (CANDO) Laguna Canyon Conservancy (LCC)
Laguna Canyon Foundation (LCF)
OC Habitats
Pomona Valley Audubon
Still Protecting Our Newport (SPON)
70 City of Aliso Viejo
AGENDA ITEM
DATE: November 6, 2024
TO: Mayor and City Council
FROM: So Kim, Community Development Director
SUBJECT: CONDITIONAL USE PERMIT FOR AN OUTPATIENT MEDICAL USE AT 27141 ALISO CREEK ROAD (USE-2024-00009)
Recommended Action:
Adopt a Resolution approving a Conditional Use Permit to operate an outpatient medical use at 27141 Aliso Creek Road (USE-2024-00009).
Fiscal Impact:
None
Background:
On October 15, 2024, SAA, an interior design and architectural firm, submitted a conditional use permit application (“CUP”) on behalf of the County of Orange to operate an outpatient medical facility at 27141 Aliso Creek Road.
Discussion:
The Orange County Health Care Agency (“OCHCA”) has been operating an outpatient mental health clinic at 5 Mareblu Street. OCHCA is proposing to relocate their facility to the first floor of 27141 Aliso Creek Road (previously 24-Hour Fitness). The proposed space measures 18,096 square feet in size, which will be remodeled to accommodate group rooms, clinician offices, and other office spaces. OCHCA will provide mental and behavioral services and programs that include group counseling, onsite substance abuse testing, individual and group therapy, peer services, crisis services and other supportive services.
Aliso Viejo Municipal Code (“AVMC”) Section 15.94.020 defines “outpatient medical uses, large” as an office facility where health services, and managerial, administrative, and clerical functions relating to medicine, physical or mental, are conducted, where persons are not admitted for a 24-hour stay or longer, and where six or more patients are receiving services at any given time. The services may be preventative, diagnostic, treatment, 71
therapeutic, rehabilitative, or counseling in nature. Large outpatient medical use is permitted on the subject site zoned Business Park 2 with a CUP per AVMC Table
15.18.020. The proposed use falls under the AVMC definition of outpatient medical use, and, therefore, requires a CUP.
Pursuant to AVMC Section 15.74.040.C, the following findings shall be made prior to the approval of the CUP.
1. Consistency with General Plan. The land use is consistent with the general plan and any applicable specific plan.
The General Plan land use designation for the subject site is Business Park. As previously noted, large outpatient medical use is permitted with approval of a CUP.
Therefore, this finding can be made.
2. Consistency with Zoning Code. The land use and associated development conform to the permitted use provisions and development standards of this zoning code and are consistent with this code and any applicable specific plan.
The zoning designation for the subject site is Business Park 2. As previously noted, large outpatient medical use is permitted with the approval of a CUP. The proposed use only involves interior remodeling with no expansions to the subject building.
Therefore, the proposed use will comply with the development standards of the zoning code and this finding can be made.
3. Compliance with CEQA. Processing and approval of the permit application are in compliance with the requirements of the California Environmental Quality Act.
Section 21084 of the Public Resources Code requires that the CEQA guidelines include a list of classes of project which have been determined not to have a significant effect on the environment and which shall, therefore, be exempt from the provisions of CEQA. CEQA Section 15301 Existing Facilities, Class 1, categorically exempts the operation, repair, maintenance, permitting, leasing, licensing, or minor alteration of existing public or private structures, involving negligible or no expansion of existing or former use. The proposed request is to operate an outpatient medical use within an existing building involving minor interior operations with no expansion of the former use. Therefore, this finding can be made.
4. Surrounding Uses. Approval of the application will not create conditions materially detrimental to the public health, safety and general welfare or injurious to or incompatible with other properties or land uses in the vicinity.
The subject site is part of a large business park with multiple buildings with a variety of tenants, including pharmacies, preschool, instructional centers, offices, church, light manufacturing, dentist office, beauty salon, etc. The proposed outpatient 72
medical use (1 space per 200 square feet) requires fewer parking spaces than that of the former health/fitness club (1 space per 150 square feet). Additionally, the proposed use will have reduced operation hours (Monday through Friday 8am to 5pm, one weekday until 8pm, and closed on weekends) compared to the former 24-hour fitness club. Also, the proposed interior remodel will require compliance with applicable building codes and inspections for consistency. Therefore, this finding can be made.
Public Notice:
On October 24, 2024, a public notice was published in the Laguna Niguel News and mailed to all property owners within 300 feet of the subject site. No public comments were received in response.
Attachments:
1. Resolution
2. Proposed Plans
73
RESOLUTION NO. 2024-___
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ALISO
VIEJO, CALIFORNIA, APPROVING A CONDITIONAL USE PERMIT TO OPERATE AN OUTPATIENT MEDICAL USE AT 27141 ALISO CREEK
ROAD (USE-2024-00009)
WHEREAS, on October 15, 2024, SAA, an interior design and architectural firm, submitted a conditional use permit application (“CUP”) on behalf of the County of Orange to operate an outpatient medical facility at 27141 Aliso Creek Road; and WHEREAS, on October 24, 2024, a public notice was published in the Laguna Niguel News and mailed to all property owners within 300 feet of the subject site. No public comments were received in response; and
WHEREAS, on November 6, 2024, the City Council held a duly noticed public hearing as prescribed by law and considered public testimony and evidence and recommendations presented by staff in the agenda report and oral presentation.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ALISO VIEJO AS FOLLOWS:
Section 1: Determination of Recitals. The City Council hereby finds and determines that all of the recitals set forth above are true and correct. The above recitals are hereby incorporated as substantive findings of this Resolution.
Section 2: Approval of Project and Findings for Conditional Use Permit. In accordance with AVMC 15.74.040(C), the City Council hereby makes the following findings of fact and approves a Conditional Use Permit (USE-2024-00009) to operate an outpatient medical use, subject to the conditions set forth in Exhibit “A” and project plans set forth in Exhibit “B”, which are exhibits are both attached hereto and incorporated herein by reference.
1. Consistency with General Plan. The land use is consistent with the general plan and any applicable specific plan. The General Plan land use designation for the subject site is Business Park. Large outpatient medical use is permitted with approval of a conditional use permit.
2. Consistency with Zoning Code. The land use and associated development conform to the permitted use provisions and development standards of this zoning code and are consistent with this code and any applicable specific plan. The zoning designation for the subject site is Business Park 2. Large outpatient medical use is permitted with an approval of a conditional use permit. The proposed use only involves interior remodeling with no physical changes to the subject building. 74
3. Compliance with CEQA. Processing and approval of the permit application are in compliance with the requirements of the California Environmental Quality Act.
Section 21084 of the Public Resources Code requires that the CEQA guidelines include a list of classes of project which have been determined not to have a significant effect on the environment and which shall, therefore, be exempt from the provisions of CEQA. CEQA Section 15301 Existing Facilities, Class 1, categorically exempts the operation, repair, maintenance, permitting, leasing, licensing, or minor alteration of existing public or private structures, involving negligible or no expansion of existing or former use. The proposed request is to operate an outpatient medical use within an existing building involving minor interior operations with no expansion of the former use.
4. Surrounding Uses. Approval of the application will not create conditions materially detrimental to the public health, safety and general welfare or injurious to or incompatible with other properties or land uses in the vicinity. The subject site is part of a large business park with multiple buildings with a variety of tenants, including pharmacies, preschool, instructional centers, offices, church, light manufacturing, dentist office, beauty salon, etc. The proposed outpatient medical use (1 space per 200 square feet) requires fewer parking spaces than that of the former health/fitness club (1 space per 150 square feet). Additionally, the proposed use will have reduced operation hours (Monday through Thursday 8am to 6pm, Friday 8am to 5pm, and closed on the weekends) compared to the former 24-hour fitness club. Also, the proposed interior remodel will require compliance with applicable building codes and inspections for consistency.
Section 3: Filing of Notice of Exemption. The City Council hereby authorizes and directs staff to prepare, execute and file with the Orange County Clerk a Notice of Exemption for the proposed Project.
Section 4: Location of Documents. The administrative record for the Project is maintained at City Hall located at 12 Journey, Suite 100, Aliso Viejo, CA 92656. The custodian of records is the City Clerk.
PASSED, APPROVED AND ADOPTED this 6th day of November 2024. __________________________
Mike Munzing
Mayor
APPROVED AS TO FORM: ATTEST:
__________________________ __________________________
Scott C. Smith, City Attorney Lauren Torres, Deputy City Clerk 75
STATE OF CALIFORNIA )
COUNTY OF ORANGE ) ss.
CITY OF ALISO VIEJO )
I, LAUREN TORRES, Deputy City Clerk of the City of Aliso Viejo, California, DO HEREBY CERTIFY that the foregoing is the original of Resolution No. 2024-__ duly passed and adopted by the City Council of the City of Aliso Viejo at their regular meeting held on the 6th day of November, 2024, by the following roll call vote, to wit:
AYES:
NOES:
ABSENT:
___________________________
LAUREN TORRES,
DEPUTY CITY CLERK
(SEAL)
76
Exhibit “A”
Conditions of Approval
27141 Aliso Creek Road (USE-2024-00009)
1. Approval. This approval allows Orange County Health Care Agency to operate an outpatient medical facility 27141 Aliso Creek Road. All activities shall be conducted indoors, on the first floor, that measures 18,096 square feet in size. Operation hours are limited to Monday through Friday 8am to 5pm, one weekday until 8pm, and closed on weekends.
2. Compliance with Permit. The establishment and operation of the approved use shall be in compliance with the approved permit and any plans, specifications and conditions of approval shown on and/or attached to the permit.
3. State Law. All large outpatient medical uses shall comply with the provisions of state law, including licensing.
4. Municipal and Building Codes. All large outpatient medical uses shall comply with the provisions of the City of Aliso Viejo Municipal Code and California Building Codes.
5. Fire Safety and Prevention. The Applicant is responsible for compliance with all applicable fire prevention standards and permits.
6. Operational Plan. An operational plan shall be provided prior to the issuance of a certificate of use and occupancy for review and approval by the Director. At a minimum, the plan shall include facility rules and procedures; compliance with applicable local, state and federal laws, discharged patient transportation protocols; staff training; and a “good neighbor policy,” which includes a written protocol for the on-site management to follow when a complaint is received from surrounding businesses and residents. Modifications to an operational or security plan shall be considered by the Director and acted upon in his or her discretion of whether such modifications will be detrimental to the public health, safety, and general welfare or injurious to or incompatible with other properties or land uses in the vicinity.
7. Security Plan. A security plan shall be provided prior to the issuance of a certificate of use and occupancy for review and approval by the Director. At a minimum, the plan shall include measures for maintaining a safe environment within and outside the facility; the use of cameras and storage of related footage and the posting of the “no loitering” signs.
8. Smoking. No smoking shall occur on the property, unless in an approved and designated location.
77
9. Group Activities. For all group activities, there shall be a minimum break of at least 15 minutes between the end of one session and the beginning of the next, except that no minimum separation is required for group activities occurring as a block of programs for the same individuals. For purposes of this subsection, a “block program” means a group or series of services provided in succession to patients within a three-hour period.
10.Modifications. Modifications to the approved use shall be processed pursuant to AVMC 15.74.110.
11.Sign Permit. A sign permit shall be required prior to the placement, movement, erection, reconstruction, alteration or display of any sign permitted pursuant to Chapter 15.34 AVMC. All signs, except where expressly exempt, shall conform to the current California Building and Electrical Codes as adopted by the city of Aliso Viejo.
12.Noise Control. The establishment and operation of the approved use shall comply with AVMC Chapter 8.12 noise standards.
13.Indemnification. The Applicant shall indemnify, protect, defend, and hold the city, and/or any of its officials (appointed or elected), officers, employees, agents, departments, agencies, and instrumentalities thereof, harmless from any and all claims, demands, lawsuits, writs of mandamus, and other actions and proceedings (whether legal, equitable, declaratory, administrative or adjudicatory in nature), and alternative dispute resolution procedures (including, but not limited to arbitrations, mediations, and other such procedures), judgments, orders, and decisions (collectively 'Actions'), brought against the city, and/or any of its officials, officers, employees, agents, departments, agencies, and instrumentalities thereof, that challenge, attack, or seek to modify, set aside, void, or annul, any action of, or any permit or approval issued by the city and/or any of its officials, officers, employees, agents, departments, agencies, and instrumentalities thereof (including actions approved by the voters of the city) for or concerning the project, whether such Actions are brought under the Ralph M. Brown Act, California Environmental Quality Act, Planning and Zoning Law, Subdivision Map Act, Community Redevelopment Law, Code of Civil Procedure Sections 1085 or 1094.5, or any other federal, state, or local constitution, statute, law, ordinance, charter, rule, regulation, or any decision of a court of competent jurisdiction. It is expressly agreed that the city shall have the right to approve, which approval will not be unreasonably withheld, legal counsel providing the city's defense, and that Applicant shall reimburse city for any costs and expenses directly and necessarily incurred by the city in the course of the defense. The city shall promptly notify the Applicant of any action brought, and city shall cooperate with the Applicant in defense of the action.
78
14.Actions by City Council. Decisions by the city council are final and shall become effective immediately except as otherwise provided in the approving action and except for actions by ordinance.
15.Expiration. This approval shall expire and be of no further force or effect if:
a. Expiration of Period of Validity. The permit is not established within two years of the permit’s effective date, or such other time period designated by the permit approval, by state law, or by this code; or
b. Abandonment. After establishment, the use or activity for which the permit was approved is discontinued or abandoned for a period of one year.
16.Time Extensions. Upon application before expiration of the period of validity, the original decision-making authority may grant or conditionally grant an extension to the period of validity for up to one year per extension if it finds that such an extension is justified by the circumstances of the original findings for the project can still be made with, if necessary, the imposition of conditions not originally imposed on the project. The filing of an application for extension shall stay expiration of the permit until action is taken on the time extension by the decisionmaking authority. No more than two one-year extensions may be granted or conditionally granted.
17.Revocation. This approval may be revoked by the original decision-making authority pursuant to the provisions of AVMC 15.74.120. 79 ABBREVIATIONS, NOTES, SYMBOLS, INDEX, MAP, BUILDING DATA, ETC. A-0.1 ARCHITECTURAL PLANS A-0.1 ABBREVIATIONS, NOTES, SYMBOLS, INDEX, MAP, BUILDING DATA, ETC. A-0.2 GENERAL NOTES A-0.3 GENERAL NOTES AND SPECIFICATIONS A-0.5A SITE PLAN AND ACCESSIBLE PATH OF TRAVEL A-0.5B EXIT ROUTES AND TACTILE SIGNAGE A-0.6A BASE BUILDING ACCESSIBILITY A-0.6B BASE BUILDING ACCESSIBILITY A-0.7 BASE BUILDING RESTROOM ACCESSIBILITY PLANS A-0.7A RESTROOM ELEVATIONS A-0.7B RESTROOM ELEVATIONS A-1.0 DEMOLITION PLAN A-2.0 CONSTRUCTION PLAN A-3.0 POWER / VOICE / DATA PLAN A-4.0 REFLECTED CEILING PLAN A-5.0 FINISH PLAN A-20.0 INTERIOR ELEVATIONS AND MILLWORK DETAILS A-30.0 WALL PARTITION DETAILS A-30.2 CEILING DETAILS A-30.4 GLASS PARTITION DETAILS A-30.5 MILLWORK DETAILS ELECTRICAL PLANS E-1 ELECTRICAL COVER SHEET E-2 ELECTRICAL SPECIFICATION PART 1 OF 2 E-3 ELECTRICAL SPECIFICATIONS PART 2 OF 2 E-4.1 TITLE 24 ENERGY CALCULATIONS E-4.2 TITLE 24 ENERGY CALCULATIONS E-5 ELECTRICAL LIGHTING PLAN E-6.1 ELECTRICAL POWER PLAN E-6.2 HVAC COORDINATION POWER PLAN E-7.1 PANEL SCHEDULES E-7.2 SINGLE LINE DIAGRAM E-8 TYPICAL LIGHTING CONTROL DIAGRAMS (WATTSTOPPER) E-9 ELECTRICAL DETAILS MECHANICAL PLANS M-1.0 HVAC NOTES & DETAILS M-2.0 HVAC DEMOLITION PLAN M-2.1 HVAC PLAN M-2.2 HVAC ZONING PLAN M-3.0 TITLE 24 M-3.1 TITLE 24 PLUMBING PLANS P-1.1 PLUMBING COVER SHEET P-1.2 PLUMBING DETAILS P-1.3 PLUMBING CUTSHEETS & TITLE 24 CALCULATIONS P-2.1 PLUMBING DEMOLITION PLAN P-2.2 PLUMBING FIXTURE TYPES P-2.3 PLUMBING PLAN - SEWER & VENT PIPING P-2.4 PLUMBING PLAN HOT & COLD WATER PIPING P-3 PLUMBING SPECIFICATIONS KEY PLAN LOCATION PLAN 27141 ALISO CREEK RD. ALISO VIEJO, CA 92656 PROJECT INFORMATION DRAWING INDEX N AS NOTED 1. LARGE SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL SCALE DRAWINGS. DETAILS TAKE PRECEDENCE OVER ALL. NOTIFY ARCHITECT OF CONFLICTS OR DISCREPANCIES IN WRITING. 2. DIMENSION CONVENTIONS: a) HORIZONTAL DIMENSIONS ARE SHOWN FROM FACE OF FINISH, UNLESS OTHERWISE NOTED. b) DIMENSIONS NOTED "CLEAR" OR "CLR." MUST BE PRECISELY MAINTAINED: ALLOWING FOR THICKNESS OR MATERIALS. c) DIMENSIONS ARE NOT ADJUSTABLE WITHOUT ARCHITECT'S APPROVAL, UNLESS NOTED. d) DIMENSIONS TO EXTERIOR WINDOW WALL ARE TO INSIDE FINISHED FACE OF THE WALL, UNLESS OTHERWISE NOTED. e) DIMENSIONS TO EXTERIOR GLAZING ARE TO THE INSIDE FACE OF THE EXTERIOR GLAZING. f) VERTICAL DIMENSIONS ARE FROM THE TOP OF THE FINISHED FLOOR, UNLESS OTHERWISE NOTED. g) DO NOTE SCALE DRAWINGS. IF ANY ITEM OF WORK CANNOT BE LOCATED, DO NOT PROCEED WITH THE WORK BEFORE CLARIFYING WITH ARCHITECT. h) VERIFY DIMENSIONS MARKED "V.I.F." PRIOR TO START OF CONSTRUCTION. REPORT INCONSISTENCIES TO ARCHITECT. 3. DEFINITION OF TERMINOLOGY: i) "TYPICAL" MEANS IDENTICAL FOR ALL CONDITIONS, UNLESS OTHERWISE NOTED. j) "SIMILAR" MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED. VERIFY DIMENSIONS AND ORIENTATION ON PLANS AND ELEVATIONS. k) "PROVIDE" MEANS FURNISH AND INSTALL, COMPLETE AND IN PLACE. l) "FURNISH" MEANS FURNISH ONLY, INSTALLATION BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. m) "INSTALL" MEANS PUT INTO PLACE, SUPPLIED BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. n) "ALIGN" MEANS ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE. DRAFTING CONVENTION NOTES FIRE PREVENTION A8.4 12 A8.4 12A 1 12 A8.4 COLUMN GRID LINES WORK POINT CONTROL POINT DATUM POINT MATCH LINE SHADED PORTION IS SIDE CONSIDERED DETAIL NUMBER SHEET NUMBER AREA OF DETAIL THICKENED LINE SHOWS AREA OF SECTION DETAIL WALL SECTION KEY DETAIL NUMBER SHEET NUMBER VIEW DIRECTION DRAFTING CONVENTIONS N.I.C. C D A AB INTERIOR ELEVATION DETAIL NUMBER SHEET NUMBER VIEW(S) SHOWN KEYNOTE ALIGN SURFACES NO WORK IN THIS AREA (N.I.C.) OWNER FURNISHED ITEM (NOT IN CONTRACT) ADDENDUM ADDENDUM LETTER AREA OF REVISION INSTALLED MILLWORK 1 REVISION REVISION NUMBER AREA OF REVISION 1.0 N NORTH CL CENTER LINE #'"@& AND ANGLE ATCENTERLINE CHANNEL DIAMETER OR ROUND FOOT (FEET) INCH (INCHES) PERPENDICULAR POUND OR NUMBER SQUARE FOOT (FEET) CL ABV ABOVE A/C AIR CONDITIONING ACC ACCESS ACOUS ACOUSTICAL ACT ACOUSTIC TILE ADJ ADJUSTABLE AD ACCESS DOOR AFF ABOVE FINISHED FLOOR AL ACTIVE LEAF ALUM ALUMINUM ALT ALTERNATE ANOD ANODIZED AP ACCESS PANEL APPROX` APPROXIMATE APPV APPROVED ARCH ARCHITECTURAL AUTO AUTOMATIC AVG AVERAGE BD BOARD BATT INSUL BATTEN INSULATION BJ BUTT JOINT BKG BACKING BLDG BUILDING BLK BLOCK BLKG BLOCKING BM BEAM BMK BENCH MARK BOW BACK OF WALL BOT BOTTOM BRKT BRACKET BTWN BETWEEN CAB CABINET CLG CEILING CLKG CAULKING CLO CLOSET CLR CLEAR COL COLUMN CONC CONCRETE CONF CONFERENCE CONN CONNECTION CONSTR CONSTRUCTION CONT CONTINUOUS CORR CORRIDOR CPT CARPET CSMT CASEMENT CT CERAMIC TILE CTR CENTER CWK CASEWORK CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED CIR CIRCULAR CJ CONTROL JOINT CNTR COUNTER DBL DOUBLE DEMO DEMOLISH (DEMOLITION) DEPT DEPARTMENT DET DETAIL DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DISP DISPENSER DIV DIVISION DN DOWN DO DOOR OPENING DR DOOR DW DISH-WASHER DWG DRAWING DWR DRAWER DIAG DIAGONAL E EAST (E) EXISTING EA EACH EL ELEVATION ELEC ELECTRICAL ELEV ELEVATOR EMER EMERGENCY ENAM ENAMEL ENCL ENCLOSURE ENG ENGINEER ENT ENTRANCE EQ EQUAL EQPT EQUIPMENT EWC ELECTRIC WATER COOLER EXH EXHAUST EXP EXPANSION EXPO EXPOSED EXT EXTERIOR FA FIRE ALARM FD FLOOR DRAIN FDC FIRE DEPARTMENT CONNECTION FDN FOUNDATION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF FINISH FACE FHC FIRE HOSE CABINET FIN FINISH FIX FIXTURE FLR FLOOR FLUOR FLUORESCENT FO FACE OF FRPF FIREPROOF FR FIRE RESISTANT FRMG FRAMING FS FULL SIZE FT FOOT OR FEET FOC FACE OF CONCRETE FOS FACE OF STUDS FOW FACE OF WALL FES FIR EXTINGUISHER SURFACE MOUNTED FD FLOOR DRAIN FURG FURRING GB GRAB BAR GD GARBAGE DISPOSAL GEN GENERAL GL GLASS GND GROUND GYP GYPSUM GA GAGE OF GAUGE GALV GALVANIZED G GAS GYP BD GYPSUM WALLBOARD GC GENERAL CONTRACTOR HDCP HANDICAPPED HDF HIGH DENSITY FIBERBOARD HDWD HARDWOOD HDWE HARDWARE HM HOLLOW METAL HO HOLD OPEN HOR HORIZONTAL HR HOUR HR HAND RAIL HT HEIGHT HVAC HEATING VENTING AIR CONDITIONING HW HOT WATER HWH HOT WATER HEATER HDR HANDRAIL HBD HARDBOARD HTR HEATER HT HEIGHT HC HOLLOW CORE HMI HOLLOW METAL INSULATED INCAN INCANDESCENT INCL INCLUDING INFO INFORMATION INSUL INSULATION INT INTERIOR INTER INTERMEDIATE IN INCH ID INSIDE DIAMETER IDENT IDENTIFICATION JAN JANITOR JB JUNCTION BOX JUNC JUNCTION JT JOINT JST JOIST LTG LIGHTING LTWT LIGHT WEIGHT LIN LINEAR LONG LONGITUDINAL LP LOW POINT LKR LOCKER LVR LOUVER MAX MAXIMUM MDF MEDIUM DENSITY FIBERBOARD MECH MECHANICAL MED MEDIUM MEMB MEMBRANE MET METAL MEZZ MEZZANINE MFR MANUFACTURER MIC MICROWAVE MIN MINIMUM MIR MIRROR MISC MISCELLANEOUS MUL MULLION MACH MACHINE MAINT MAINTENANCE MSTC MASTIC MATL MATERIAL MT METALTHRESHOLD MLDG MOLDING MTD MOUNTED N NORTH N NEW NAT NATURAL NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NRC NOISE REDUCTION COEFFICIENT NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER DIMENSION OFCI OWNER FURNISHED CONTRACTOR INSTALLED OH OPPOSITE HAND OPNG OPENING OVHD OVERHEAD OFF OFFICE OFOI OWNER FURNISHED OWNER INSTALLED P PAINT PAR PARALLEL PBD PARTICLE BOARD PC PERSONAL COMPUTER PC PIECE PERP PERPENDICULAR PL PLATE PLAM PLASTIC LAMINATE PLAS PLASTER PLYWD PLYWOOD PNL PANEL POL POLISH PR PAIR PTN PARTITION PTD PAPER TOWEL DISPENSER PTDR PAPER TOWEL DISPENSER RECEPTACLE PTR PAPER TOWEL RECEPTACLE PLBG PLUMBING PT POINT LBS POUNDS PSF POUND SQUARE FOOT PSI POUND SQUARE INCH PRCST PRECAST PREFAB PREFABRICATED PROJ PROJECTION QTY QUANTITY QUAL QUALITY QT QUARRY TILE QTRS QUARTERS R RISER R RELOCATED RA RETURN AIR RAD RADIUS RB RESILIENT BASE REBAR REINFORCING BAR REF REFERENCE REFL REFLECTED REFR REFRIGERATOR REINF REINFORCED REQ REQUIRED RESIL RESILIENT REV REVISION / REVISED RH RIGHT HAND RM ROOM RO ROUGH OPENING RT RESILIENT TILE RUB RUBBER RND ROUND RB RUBBER BASE S SOUTH SA SUPPLY AIR SC SOLID CORE SCH SCHEDULE SFEC SEMI-RECESSED FIRE EXTINGUISHER CABINET SHT SHEET SIM SIMILAR SK SINK SMD SEE MECHANI SND SANITARY NAPKIN DISPENSOR SNR SANITARY NAPKIN RECEPTACLE SPD SEE PLUMBING DRAWINGS SPEC SPECIFICATION (S) SPKR SPEAKER SQ SQUARE SSD SEE STRUCTURAL DRAWINGS STD STANDARD STL STEEL STOR STORAGE STRL STRUCTURAL SUR SURFACE SUSP SUSPENDED SYM SYMMETRICAL SYS SYSTEM SCD SEAT COVER DISPENSER SECT SECTION SSK SERVICE SINK SD SOAP DISPENSER SM SHEET METAL STA STATION T TREAD TAN TANGENT TBD TO BE DETERMINED TEL TELEPHONE TEMP TEMPERED THRES THRESHOLD THRU THROUGH TO TOP OF TPD TOILET PAPER DISPENSER TV TELEVISION TYP TYPICAL TEMP TEMPERATURE TER TERRAZZO TOIL TOILET TOC TOP OF CONCRETE TC TOP OF CURB TOS TOP OF STEEL TS TUBULAR STEEL TW TOP OF WALL TB TOWEL BAR UNF UNFINISHED UON UNLESS OTHERWISE NOTED UR URINAL UTIL UTILITY UL UNDERWRITERS LABORATORIES VAR VARIABLE VIF VERIFY IN FIELD VIN VINYL VERT VERTICAL VEST VESTIBULE VCT VINYL COMPOSITION TILE VWC VINYL WALL COVERING W WEST W WITH WC WALL COVERING WC WATER CLOSET WD WOOD WIN WINDOW WO WHERE OCCURS WO WITHOUT WP WATERPROOF WPT WORK POINT WR WATER RESISTANT WS WEATHERSTRIPING WT WEIGHT WNSCT WAINSCOT WDT WIDTH K KEY KL KEY LOCK KP KICK PLATE KIT KITCHEN LAM LAMINATE LAV LAVATORY LH LEFT HANDED LAB LABORATORY LT LIGHT ABBREVIATIONS XXXX TYPICAL MOUNTING HEIGHT ELEVATION PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 08/16/24 ISSUE FOR ENGINEERING 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 08/06/24 X.X. X.X. 635036 CULV E R C I T Y , CA • I RV INE , CA • LOS ANGE L E S , CA S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. ALISO VIEJO, CA 92656 27141 ALISO CREEK RD. 1ST FLOOR OC-HCA 08/29/24 ISSUE FOR PLAN CHECK CONTACT DIRECTORY ARCHITECT: SAA INTERIORS AND ARCHITECTURE PHONE: 949-608-3748 CONTACT: MICHAEL PARR EMAIL: [email protected] MEP ENGINEER: ENGINEERED SPACES, INC. 333 CITY BLVD. WEST, SUITE 300 ORANGE, CA 92868 OFFICE: 714-449-1646 CELL: 949-290-8487 CONTACT: SORIN A. BRIE EMAIL: [email protected] DOOR HANDLE WALL MOUNTED F.L.S. STROBE DEVICE. CASEWORK MOUNTING HEIGHTS CERTAIN ELEVATION DIMENSIONS ARE ASSOCIATED WITH CODE REQUIRED MAXIMUM OR MINIMUM MOUNTING HEIGHTS. SUCH DIMENSIONS SHOULD BE HELD DESPITE VARIATIONS IN THE SLAB. CODE DIMENSIONS ARE IN PARENTHESIS WITH AN ASTERISK NEXT TO THE CRITICAL DIMENSION. E.G.: (* +15" MIN.) CONTROL ELEVATIONS ARE COMPRISED OF: FINISH CEILING LEVEL (FCL) FINISH FLOOR LEVEL (FFL) TOP OF SLAB (TOS) ALL DIMENSIONS GIVEN ARE FROM FFL DATUM. FINISH FLOOR MATERIAL IS ASSUMED TO BE 3/8" THICK GLUE DOWN CARPET. FLOOR FINISH AND THICKNESS WILL VARY FROM LOCATION TO LOCATION. REFER TO PLANS AND DETAILS FOR SPECIFIC FLOORING INFORMATION. NO ALLOWANCE HAS BEEN MADE FOR ANY DEPRESSIONS OR ELEVATIONS IN THE SLAB. ELEVATION HEIGHTS SHOULD TAKE INTO ACCOUNT ANY VARIATIONS IN THE FLOOR SLAB. ELECTRICAL MOUNTING HEIGHTS CONTROL ELEVATIONS KEY CARD READER OR THERMOSTAT CLG. HT. +60" BOT. OF CASEWORK OVHDS. (* +2'-10" MAX.) COUNTER +2'-10" +2'-6" CASEWORK DESK J BOX AT DESK +21" TYP. J-BOX OUTLET +18"* COAT CLOSET SHELF +48" +34"-44" DOOR HANDLE FIN. FLR. 0'- 0" FIRE EXTINGUISHER CABINET, SEE A2.0 FOR TYPE. PAINT CABINET TO MATCH ADJACENT WALL. PROVIDE NEW FIRE EXTINGUISHER SUSPENDED IN CABINET CL CL ADJUST CENTERLINE DIMENSION TO 12" AS REQUIRED TO ACCOMMODATE MULTIPLE GANGED DEVICES WALL SWITCH, DIMMER OR WALL MOUNTED MOTION SENSOR, WALL PHONES AND "J" BOXES AT COUNTERS. MULTIPLE SWITCHES TO BE GANGED INTO ONE COVER PLATE. ELECT. WALL OUTLET. MULTIPLE OUTLETS TO BE GANGED INTO ONE COVER PLATE. CL DIMENSION SHOWN FOR REFERENCE ONLY. FINAL LOCATION TO BE APPROVED BY SAA AND/OR TENANT. 1'-6" 44" A.F.F. MAX TO TOP OF BOX +80"-96" A.F.F. 6" MIN. CLR. 6"12" 1. BUILDING PERMIT INFORMATION BUILDING 27141 ALISO CREEK RD. ADDRESS: ALISO VIEJO, CA 92656 BUILDING OWNER: DON WILSON BUILDERS 23705 CRENSHAW BLVD., SUITE 200 TORRANCE, CA 90505 OFFICE: 310-539-9902 FAX: 310-539-2876 OFFICE: 714-308-2700 NAME: JOHN CASKEY EMAIL: [email protected] CONSTRUCTION TYPE: V-B OCCUPANCY: B-OFFICE SPRINKLER BUILDING: FULLY SPRINKLERED NUMBER OF FLOORS: 2 TOTAL FLOOR AREA: 19,043 SQ. FT. AREA OF WORK: 18,096 SQ. FT. SCOPE OF WORK: TENANT IMPROVEMENT WORK ON 18,096 SQ. FT. OF THE TOTAL FLOOR AREA. NEW WALL, POWER, LIGHTING AND FINISHES. 2. C.E.C. TITLE 24/DISABLE ACCESS COMPLIANCE THE PROJECT SHALL COMPLY WITH CCR TITLE 24 (PART 6 - CALIFORNIA ENERGY CODE) FOR ENERGY COMPLIANCE FOR DISABLED ACCESS REQUIREMENTS. 3. EXISTING LIFE-SAFETY SYSTEMS TO BE MODIFIED EXISTING FIRE/LIFE SAFETY SYSTEM IS TO BE MODIFIED TO COMPLY TO CURRENT FIRE/LIFE SAFETY STANDARDS. REFER TO ELECTRICAL ENGINEER DRAWING FOR SCOPE OF WORK. 4. CODE COMPLIANCE THE PROJECT SHALL COMPLY WITH CODES, ORDINANCES, OR LAWS HAVING JURISDICTION ON THE PROJECT. WHICH INCLUDE, BUT ARE NOT LIMITED TO: 2022 CALIFORNIA BUILDING CODE - ( PART 2, TITLE 24, CCR ) 2022 CALIFORNIA ELECTRICAL CODE- ( PART 3, TITLE 24, CCR ) 2022CALIFORNIA MECHANICAL CODE- ( PART 4, TITLE 24, CCR ) 2022 CALIFORNIA PLUMBING CODE- ( PART 5, TITLE 24, CCR ) 2022 CALIFORNIA FIRE CODE- (PART 9, TITLE 24, CCR ) 2022 CALIFORNIA BUILDING STANDARDS CODE ( PART 12, TITLE 24, CCR ) 5. SEPARATE PERMITS PROVIDE SEPARATE PERMITS FOR THE FIRE SPRINKLER AND FIRE PROTECTION. 1. EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING ANY HAZARDOUS AREA OR WHEN SERVING AN OCCUPANT LOAD OF 50 OR MORE. 2. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. (2022 CBC 1010.2). 3. EXCEPTION: THIS REQUIREMENT SHALL NOT APPLY TO EXTERIOR EXIT DOORS IN A GROUP "B" OCCUPANCY IF THERE IS A VISIBLE, DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING "THIS DOOR TO REMAIN UNLOCKED WHEN SPACE IS OCCUPIED". THE LETTERS SHALL BE NOT LESS THAN 1 INCH HIGH ON A CONTRASTING BACKGROUND. THE LOCKING DEVICE MUST BE A TYPE THAT WILL BE READILY DISTINGUISHABLE AS LOCKED. 4. PANIC HARDWARE, WHEN INSTALLED, SHALL COMPLY WITH ALL APPLICABLE BUILDING CODE REQUIREMENTS. THE ACTIVATING MEMBER SHALL BE MOUNTED AT A HEIGHT OF NOT LESS THAN 34 INCHES NOR MORE THAN 44 INCHES ABOVE THE FLOOR. THE UNLATCHING FORCE SHALL NOT EXCEED 15 POUNDS WHEN APPLIED IN THE DIRECTION OF EXIT TRAVEL. 5. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE (11-LUX) AT THE WALKING SURFACE LEVEL. (2022 CBC 1008.1, 1008.2 AND 1008.2.1) 6. EXIT ILLUMINATION SHALL COMPLY WITH 2022 CBC SECTION 1008 AND 1013. 7. EXIT SIGNS SHALL BE INSTALLED AT REQUIRED EXIT DOORWAYS AND WHERE OTHERWISE NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS WHEN THE EXIT SERVES AN OCCUPANT LOAD OF 50 OR MORE. 8. EXCEPTION: MAIN EXTERIOR EXIT DOORS WHICH OBVIOUSLY AND CLEARLY ARE IDENTIFIABLE AS EXITS NEED NOT BE SIGNED WHEN APPROVED BY THE BUILDING OFFICIAL. 9. WHEN NECESSARY, THE FINAL LOCATION AND QUANTITY OF EXIT SIGNS SHALL BE DETERMINED BY THE FIRE DEPARTMENT PRIOR TO CONSTRUCTION OF ANY WORK. 10. THE COLOR AND DESIGN OF LETTERING, ARROWS AND OTHER SYMBOLS ON EXIT SIGN SHALL BE IN HIGH CONTRAST WITH THEIR BACKGROUND (3/4" x 6" LETTERS MIN.) 11. ALL RATED CORRIDOR DOORS SHALL HAVE A THRESHOLD WITH A SMOKE AND DRAFT SEAL AT HEAD AND JAMBS. 12. INTERIOR WALL AND CEILING FINISHES SHALL BE NON-COMBUSTIBLE OR HAVE A FLAME SPREAD INDEX OF 0 TO 25; SMOKE-DEVELOPED INDEX 0-450. 13. ALL DRAPES, HANGING CURTAINS AND OTHER DECORATIVE MATERIALS SHALL BE TREATED AND MAINTAINED IN A FLAME RETARDANT CONDITION. 14. FIRE DAMPERS OR DOORS SHALL BE PROVIDED WHERE AIR DUCTS PENETRATE FIRE RATED WALLS OR CEILING AS PER 2022 CBC SECTION 716. SMOKE DAMPERS SHALL BE PROVIDED WHERE AIR DUCTS PENETRATE FIRE RATED WALLS OR CEILING AS PER 2022 CBC SECTION 716. 15. IF THE BUILDING IS EQUIPPED WITH A FIRE SPRINKLER SYSTEM OR HAS A FIRE/LIFE SAFETY SYSTEM, EXTEND/MODIFY FIRE/LIFE SAFETY SYSTEM AS REQUIRED. 16. IF THE BUILDING IS EQUIPPED WITH A FIRE SPRINKLER SYSTEM OR HAS A FIRE/LIFE SAFETY SYSTEM, EXTEND FIRE SPRINKLERS SYSTEMS AS REQUIRED. 17. IF THE BUILDING IS EQUIPPED WITH A FIRE SPRINKLER SYSTEM OR HAS A FIRE/LIFE SAFETY SYSTEM, FIRE SPRINKLER/OR LIFE SAFETY PLANS MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO BUILDING PERMIT ISSUANCE. 18. IF THE BUILDING IS EQUIPPED WITH A FIRE SPRINKLER SYSTEM OR HAS A FIRE/LIFE SAFETY SYSTEM, FIRE SPRINKLER SYSTEM PLAN MUST BE REVISED AND APPROVED BY THE CITIES FIRE DEPARTMENT PRIOR TO THE INSTALLATION OR MODIFICATION OF SPRINKLER SYSTEMS. 19. A PORTABLE FIRE EXTINGUISHER WITH A MINIMUM 2A10BC RATING SHALL BE PROVIDED EVERY 75' OF TRAVEL DISTANCE FROM ANY POINT WITHIN THE AREA DEFINED AS SCOPE OF WORK PER THESE PLANS. PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY FIRE DEPARTMENT FIELD INSPECTOR. 20. ALL EMERGENCY LIGHTING SOURCES SHALL EMIT A MINIMUM VALUE OF ONE FOOT CANDLE MEASURED AT FLOOR LEVEL. 21. PROVIDE EMERGENCY NOTIFICATION SYSTEM FOR THE HEARING AND VISUAL IMPAIRED PER A.D.A. REQUIREMENTS. NOTES: 1. ALL VERTICAL DIMENSIONS ARE SHOWN FROM FINISH FLOOR TO LOCATION SHOWN. 2. THE THERMOSTAT AND CARD READERS SHALL BE LOCATED SO THAT THE TOP OF THE OUTLET BOX IS NO MORE THAN 48" NOR LESS THAN 15" TO THE BOTTOM OF THE OUTLET BOX ABOVE THE FINISHED FLOOR (2022 CBC 11B-308.2.1). SITE LOCATION N SCOPE OF WORK 08/16/24 ISSUE FOR ENGINEERING 08/29/24 ISSUE FOR PLAN CHECK NELSON
ALGAZE
No. C-21090
REN. 03/31/2025
L ,CENSE' ARC+,7EC7S7A7E O) CAL , )ORN ,A
80 GENERAL NOTES A-0.2AS NOTED PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 08/06/24 X.X. X.X. 635036 CULV E R C I T Y , CA • I R V INE , C A • LOS ANGE L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. ALISO VIEJO, CA 92656 27141 ALISO CREEK RD. 1ST FLOOR OC-HCA 01 00 00 GENERAL REQUIREMENTS 01 11 00 - SUMMARY OF WORK 1 TENANT IMPROVEMENT WORK ON 18,096 SQ. FT. OF THE TOTAL FLOOR AREA. NEW WALL, POWER, LIGHTING AND FINISHES. 2 THE AMERICAN INSTITUTE OF ARCHITECTS GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, AIA FORM A-201 CURRENT EDITION, SHALL APPLY TO ALL WORK IN THIS CONTRACT, EXCEPT AS SPECIFICALLY MODIFIED BELOW AND/OR BY THE OWNER/CONTRACTOR AGREEMENT. 3 THE GENERAL CONTRACTOR SHALL NOTIFY SHLEMMER+ALGAZE+ASSOCIATES (SAA) IMMEDIATELY IF HE CANNOT COMPLY WITH ALL WORK CALLED FOR ON THESE DRAWINGS. 4 THE GENERAL CONTRACTOR SHALL NOTIFY SAA IMMEDIATELY OF ANY DISCREPANCIES OR OMISSIONS BETWEEN THE DRAWINGS, THESE NOTES, AND FIELD CONDITIONS BEFORE COMMENCING ANY WORK AND REQUEST CLARIFICATION. 5 ALL SAA DRAWINGS AND ALL CONSTRUCTION NOTES ARE COMPLEMENTARY, AND WHAT IS CALLED FOR BY EITHER WILL BE BINDING AS IF CALLED FOR BY ALL. ANY WORK SHOWN OR REFERRED TO ON ANY ONE SET OF DRAWINGS SHALL BE PROVIDED AS THOUGH SHOWN ON ALL RELATED DRAWINGS. 6 INSURANCE AND BONDING FOR THE PROJECT SHALL BE AS DIRECTED BY AND TO THE SATISFACTION OF THE OWNER, AND AS REQUIRED IN THE OWNER-CONTRACTOR AGREEMENT. 01 23 00 - ALTERNATES 1 ALL ASSEMBLIES OR DETAILS MARKED AS ALTERNATES TO BASE REQUIREMENTS SHALL BE PRICED INDIVIDUALLY. NOTE THAT ALTERNATES MAY BE EITHER ADDITIVE OR DEDUCTIVE. BID FORM SHALL ITEMIZE ALL ALTERNATES. 01 25 00 - SUBSTITUTION PROCEDURES 1 THE GENERAL CONTRACTOR SHALL HAVE TEN WORKING DAYS FROM AWARD OF THE CONTRACT TO SUBMIT SUBSTITUTIONS, ON FORM APPROVED BY SAA, OF SPECIFIED PRODUCTS OR WORK FOR REVIEW BY SAA. CONTRACTOR SHALL INCLUDE CUT SHEETS WITH SPECIFICATIONS AND REASONS FOR SUBSTITUTION. SAA SHALL RESPOND IN TEN WORKING DAYS FROM RECEIPT OF SUBMITTAL AS TO ACCEPTANCE OR REJECTION OF PROPOSED SUBSTITUTION. NO REQUEST FOR SUBSTITUTIONS SHALL BE REVIEWED OR ACCEPTED AFTER THE INITIAL TIME LIMIT HAS PASSED. 01 26 00 - CONTRACT MODIFICATION PROCEDURES 1 THE OWNER WITHOUT INVALIDATING THE CONTRACT MAY ORDER EXTRA WORK OR MAKE CHANGES BY ALTERING, ADDING TO OR DEDUCTING FROM THE WORK. THE CONTRACT SUM SHALL BE ADJUSTED ACCORDINGLY. ALL SUCH WORK SHALL BE EXECUTED UNDER THE CONDITIONS OF THE ORIGINAL CONTRACT EXCEPT THAT ANY CLAIM FOR EXTENSIONS OF TIME CAUSED THEREBY SHALL BE ADJUSTED AT THE TIME OF ORDERING SUCH CHANGE. 2 IF THE GENERAL CONTRACTOR DETERMINES THAT ANY REVISION TO DRAWINGS INVOLVE EXTRA COST UNDER THIS CONTRACT, HE SHALL GIVE SHLEMMER+ALGAZE+ASSOCIATES WRITTEN NOTICE THEREOF WITHIN A REASONABLE AMOUNT OF TIME AFTER RECEIPT OF SUCH INSTRUCTIONS. THE REQUEST SHALL INCLUDE A COMPLETE DESCRIPTION OF THE WORK BEING PERFORMED, LOCATION OF THE WORK, MATERIALS BEING USED, AND ANY OTHER COSTS. BEFORE PROCEEDING TO EXECUTE THE WORK, THE PROCEDURE SHALL BE AS PROVIDED FOR IN THE OWNER-CONTRACTOR AGREEMENT. NO EXTRA COSTS SHALL BE VALID UNLESS APPROVED IN WRITING BY THE OWNER AND ARCHITECT. UNLESS OTHERWISE AGREED, NO PAYMENT WILL BE MADE WITHOUT WRITTEN APPROVAL. 01 29 00 - PAYMENT PROCEDURES 1 THE GENERAL CONTRACTOR SHALL SUBMIT ALL APPLICATIONS FOR PAYMENT TO THE OWNER OR OWNER DESIGNATED AGENT FOR REVIEW AND APPROVAL. THE FORM OF THE APPLICATION FOR PAYMENT SHALL BE AIA DOCUMENT G702, SUPPORTED BY AIA DOCUMENT G702A CONTINUATION SHEET. A 10% RETAINAGE OF EACH APPLICATION FOR PAYMENT SHALL BE WITHHELD BY THE OWNER UNTIL RELEASE OF FINAL PAYMENT UNLESS NOTED OTHERWISE IN THE AGREEMENT BETWEEN THE OWNER AND CONTRACTOR. 01 31 00 - PROJECT MANAGEMENT AND COORDINATION 1 INTENT OF THE DRAWINGS IS TO SHOW EXISTING BUILDING CONDITIONS WITH INFORMATION DEVELOPED FROM AVAILABLE DOCUMENTS. CONTRACTOR SHALL MAKE A DETAILED SURVEY OF EXISTING CONDITIONS PERTAINING TO THE WORK BEFORE COMMENCING ANY DEMOLITION OR NEW CONSTRUCTION. THE CONTRACTOR SHALL REPORT DISCREPANCIES BETWEEN DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE ARCHITECT. 2 LARGE SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL SCALE DRAWINGS. DETAILS TAKE PRECEDENCE OVER ALL. NOTIFY ARCHITECT OF CONFLICTS OR DISCREPANCIES IN WRITING. 3 DIMENSION CONVENTIONS: A) HORIZONTAL DIMENSIONS ARE SHOWN FROM FACE OF FINISH, UNLESS OTHERWISE NOTED. B) DIMENSIONS NOTED "CLEAR" OR "CLR." MUST BE PRECISELY MAINTAINED: ALLOWING FOR THICKNESS OF MATERIALS. C) DIMENSIONS ARE NOT ADJUSTABLE WITHOUT ARCHITECT'S APPROVAL, UNLESS NOTED. D) DIMENSIONS TO EXTERIOR WINDOW WALL ARE TO INSIDE FINISHED FACE OF THE WALL, UNLESS OTHERWISE NOTED. E) DIMENSIONS TO EXTERIOR GLAZING ARE TO THE INSIDE FACE OF THE EXTERIOR GLAZING. F) VERTICAL DIMENSIONS ARE FROM THE TOP OF THE FINISHED FLOOR, UNLESS OTHERWISE NOTED. G) DO NOT SCALE DRAWINGS. IF ANY ITEM OF WORK CANNOT BE LOCATED, DO NOT PROCEED WITH THE WORK BEFORE CLARIFYING WITH ARCHITECT. H) VERIFY DIMENSIONS MARKED "V.I.F." PRIOR TO START OF CONSTRUCTION. REPORT INCONSISTENCIES TO ARCHITECT. 4 DEFINITION OF TERMINOLOGY: I) "TYPICAL" MEANS IDENTICAL FOR ALL CONDITIONS, UNLESS OTHERWISE NOTED. J) "SIMILAR" MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED. K) "PROVIDE" MEANS FURNISH AND INSTALL, COMPLETE AND IN PLACE. L) "FURNISH" MEANS FURNISH ONLY, INSTALLATION BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. M)"INSTALL" MEANS PUT INTO PLACE, SUPPLIED BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. N) "ALIGN" MEANS ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE. 5 BEFORE SUBMITTING A PROPOSAL, ALL CONTRACTORS SHALL VISIT THE PREMISES, FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF THE WORK AND THE DIFFICULTIES THAT ATTEND TO ITS EXECUTION. CONTRACTOR SHALL REVIEW THE CONSTRUCTION DOCUMENT AND MAKE THE OWNER AWARE OF REQUIRED ITEMS THAT ARE MISSING FROM THE CONSTRUCTION DOCUMENTS. IF REQUIRED ITEMS ARE MISSING, THE CONTRACTOR SHALL BRING THESE ITEMS TO THE ATTENTION OF THE OWNER DURING THE BIDDING PERIOD. 6 THE SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIAL REQUIRED FOR DIFFICULTIES ENCOUNTERED, WHICH COULD HAVE BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE, WILL NOT BE RECOGNIZED. 7 CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE AS IT RELATES TO THEIR WORK AND THE WORK OF THEIR SUBCONTRACTORS. VERIFY DIMENSIONS AND ORIENTATION ON PLANS AND ELEVATIONS. WRITTEN DIMENSIONS GOVERN, DO NOT SCALE DRAWINGS. 8 THE GENERAL CONTRACTOR SHALL PROVIDE TO ALL SUBCONTRACTORS COMPLETE SETS OF WORKING DRAWINGS OR ASSUME FULL RESPONSIBILITY FOR COORDINATION OF WORK WHEN COMPLETE SETS ARE NOT AVAILABLE TO SUBCONTRACTOR. 9 MANUFACTURERS NAME, TRADEMARK, LOGOS, ETC., SHALL NOT BE VISIBLE TO THE PUBLIC. 10 ALL FINISH CONTRACTORS TO FIELD VERIFY SIZE OF ROOMS AND WALLS PRIOR TO PLACING ORDERS OR SUBMITTING BIDS. 11 THESE DRAWINGS ARE FOR DESIGN INTENT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY SITE CONDITIONS, AND INFORM SAA OF ANY CONFLICTS OR ANY ADDITIONAL WORK NECESSARY TO PROVIDE A COMPLETE FINISHED PROJECT, PRIOR TO SUBMITTING BIDS. 12 ARCHITECTURAL DOCUMENTS SUPERSEDE ENGINEERING DRAWINGS. IN THE EVENT A DISCREPANCY OCCURS THAT HAS AESTHETIC RAMIFICATIONS, CONTACT THE ARCHITECT FOR CLARIFICATION. 13 THE GENERAL CONTRACTOR SHALL VERIFY SIZE, ELECTRICAL REQUIREMENTS, LOCATION AND CHARACTERISTICS OF ALL WORK AND/OR EQUIPMENT SUPPLIED BY THE OWNER OR OTHERS, WITH THE MANUFACTURER OR SUPPLIER PRIOR TO THE START OF RELATED WORK. 14 THE GENERAL CONTRACTOR AGREES TO PAY ALL TRANSPORTATION CHARGES ON ALL MATERIAL OR EQUIPMENT TO THE POINT OF USE, AND SHALL BE RESPONSIBLE FOR ALL UNLOADING, CHECKING AND STORING OF SAME IN CONNECTION WITH THIS CONTRACT. OWNER WILL ONLY PAY FOR INSTALLED PRODUCTS AND EQUIPMENT. 01 32 00 - CONSTRUCTION PROGRESS DOCUMENTATION1 PRIOR TO BEGINNING ANY WORK THE GENERAL CONTRACTOR SHALL FURNISH A CONSTRUCTION SCHEDULE SHOWING THE CHRONOLOGICAL PHASE OF HIS WORK AND ALL RELATED WORK FOR THE COMPLETION OF THE PROJECT. THIS SCHEDULE SHALL INDICATE ALL ORDERING LEAD TIMES, LENGTH OF TIME FOR EACH PHASE, ITS START AND COMPLETION, WITH A PROJECTED COMPLETION DATE. CONTRACTOR TO VERIFY AVAILABILITY OF ALL PRODUCTS SPECIFIED AND NOTIFY ARCHITECT IMMEDIATELY IF THERE ARE ANY DISCREPANCIES WITH PROJECT COMPLETION DATE. PRODUCTS MAY REQUIRE A LONG LEAD TIME. CONTRACTOR SHALL TAKE INTO ACCOUNT IN HIS SCHEDULE ALL LONG LEAD ITEMS, AND PLAN ACCORDINGLY SO AS TO NOT DELAY COMPLETION OF THE PROJECT. 2 THE GENERAL CONTRACTOR IS WHOLLY RESPONSIBLE FOR THE COORDINATION AND SCHEDULING OF THE WORK EFFORT FOR ALL SUBCONTRACTORS, CRAFTSMAN AND TRADESMAN REQUIRED TO COMPLETE THE JOB. 3 THE CONTRACTOR SHALL CONTACT THE BUILDING MANAGEMENT TO DETERMINE THE REQUIREMENTS OF THE BUILDING OWNER TO DETERMINE WHEN AND HOW DELIVERIES CAN BE MADE (SEE BELOW), WHAT PHASES OF CONSTRUCTION CAN BE DONE ON REGULAR OR OVERTIME, AND IN GENERAL ANY SPECIAL BUILDING REQUIREMENTS WHICH WILL AFFECT THEIR WORK (IF OVERTIME WORK IS REQUIRED BY ANY TRADE, APPROVAL MUST BE OBTAINED PRIOR TO THE EXECUTION OF ANY WORK INCLUDING COST). THE GENERAL INTENT IS THAT ALL CONSTRUCTION WORK SHALL BE DONE ON REGULAR TIME EXCEPT FOR NOISE GENERATING CONSTRUCTION. 4 CONTRACTOR SHALL MAKE ALL REQUIRED ARRANGEMENTS FOR DELIVERY OF EQUIPMENT AND/OR MATERIALS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK THE RULES AND REGULATIONS GOVERNING WORK ON THE PREMISES, INCLUDING THE FOLLOWING: A) DATE AND TIME OR DELIVERY SHALL BE ESTABLISHED IN CONJUNCTION WITH THE PERSON HAVING JURISDICTION OVER PREMISES. OVERTIME CHARGES AND/OR ANY NECESSARY EXPENSE SHALL BE PAID BY CONTRACTOR. B) BUILDING CONDITIONS, INCLUDING SIZE AND LOADING CAPACITY OF ELEVATORS, SIZE OF DOORWAYS, CORRIDORS, WINDOW OPENINGS, ETC., SHALL BE CHECKED BY THE CONTRACTOR BEFORE DELIVERY TO ASSURE ITEMS WILL FIT INTO SPACE. C) ALL CHARGES INVOLVING THE INSTALLATION AND/OR OPERATION OF A HOIST SYSTEM, IF REQUIRED, SHALL BE BORNE BY THE CONTRACTOR. CHARGES INVOLVING THE TEMPORARY REMOVAL AND REINSTALLATION OF WINDOW SASH AND/OR FIXED PANELS REQUIRED FOR DELIVERY SHALL BE BORNE BY THE CONTRACTOR. 5 THE GENERAL CONTRACTOR, HIS SUBCONTRACTOR AND ANY OTHER CONTRACTOR INVOLVED IN THIS PROJECT SHALL TAKE NOTE THAT ANY COST CAUSED BY DEFECTIVE OR ILL-TIMED WORK AS A RESULT OF, BUT NOT LIMITED TO INFERIOR WORKMANSHIP OR MATERIALS, IMPROPER SCHEDULING OR DELINQUENT ORDERING SHALL BE BORNE BY THE PARTY RESPONSIBLE THEREFORE. 6 WHERE SPECIAL ITEMS REQUIRE EXTENDED LEAD TIME PREVENTING INSTALLATION BY PROJECTED MOVE IN DATE, CONTRACTOR IS TO PROPOSE AN AVAILABLE ALTERNATE FOR APPROVAL BY SAA AND OWNER AS WELL AS TO PREPARE PRICING FOR POSSIBLE TEMPORARY ASSEMBLIES. 01 33 00 - SUBMITTAL PROCEDURES 1 THE GENERAL CONTRACTOR SHALL PROVIDE SUBMITTALS FOR REVIEW AND APPROVAL BY SAA. CONTRACTOR SHALL SUBMIT THREE (3) SAMPLES OF THE SPECIFIED MATERIALS. SUBMITTALS SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: 9” X 12” BRUSH-OUT SAMPLES OF ALL PAINT COLORS SPECIFIED, SAMPLES OF ALL CARPETS, ALL SPECIFIED FLOOR AND BASE MATERIALS, SAMPLES OF ALL WALL FINISHES, SAMPLES OF SPECIFIED CABINET FINISHES, SAMPLES OF CEILING GRID AND CEILING TILE, CUTSHEETS OF LIGHTING FIXTURES, DOOR/FRAME AND BUILDERS HARDWARE, CASEWORK SHOP DRAWINGS, CASEWORK HARDWARE SUBMITTALS, AND ANY OTHER MATERIALS SPECIFIED. 2 THE GENERAL CONTRACTOR SHALL SUBMIT ALL FABRICATION SHOP DRAWINGS AND EQUIPMENT/FIXTURE CUTSHEETS TO SAA FOR REVIEW. CONTRAQCTOR SHALL PROVIDE THREE (3) COPIES. SAA SHALL HAVE TEN (10) WORK DAYS FOR SHOP DRAWING REVIEW TURNAROUND TIME FROM DATE OF RECEIPT. ALL SHOP DRAWINGS AND CUTSHEETS MARKED "REVIEWED" SHALL SUPERSEDE ORIGINAL DRAWINGS IN DESIGN APPEARANCE ONLY. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ERRORS IN THEIR DRAWINGS. 3 THE USE OF THE WORDS "PROVIDE" OR "PROVIDED" IN CONNECTION WITH ANY ITEM SPECIFIED IS INTENDED TO MEAN, UNLESS OTHERWISE NOTED, THAT WHICH SHALL BE FURNISHED AND INSTALLED, AND CONNECTED WHERE SO REQUIRED. 4 WHERE THE TERMS “NO EXCEPTION”, "APPROVED EQUAL", "OTHER APPROVED", "EQUAL TO", "ACCEPTABLE" OR ANY OTHER GENERAL QUALIFYING TERMS ARE USED IN THESE NOTES, IT SHALL BE UNDERSTOOD THAT REFERENCE IS MADE TO THE SOLE INTERPRETATION AND JUDGMENT OF SAA. 01 35 00 - SPECIAL PROCEDURES - HEALTH, SAFETY 1 SHLEMMER+ALGAZE+ASSOCIATES IS UNAWARE OF ANY EXISTING ASBESTOS WITHIN THE AREA OF NEW WORK. IT IS THE OWNER'S RESPONSIBILITY TO ADVISE THE GENERAL CONTRACTOR & HIS SUBS OF ANY ASBESTOS CONTAINING MATERIAL OR OTHER HAZARDOUS MATERIALS WITHIN THE FACILITY AND TO PROPERLY REMEDIATE. THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS REQUIRED BY LAW TO PROTECT ALL WORKERS & OCCUPANTS. NOTIFY THE OWNER IMMEDIATELY IF ANY ASBESTOS CONTAINING MATERIAL IS IDENTIFIED, OR IF ANY HAZARDOUS MATERIAL IS SUSPECTED. 01 35 16 - ALTERATION PROJECT PROCEDURES 1 THE WORK OF THIS PROJECT INCLUDES ALTERATIONS OF THE EXISTING BUILDING TO ACHIEVE THE ARRANGEMENT INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL VISIT THE JOB SITE TO DETERMINE THE EXTENT OF DEMOLITION WORK REQUIRED BY THE CONSTRUCTION ACTIVITIES. THE ARCHITECTURAL DRAWINGS FOR THESE AREAS SHOW THE CHANGES TO BE MADE. THE CONTRACTOR SHALL REVISE, REARRANGE, REROUTE OR REMOVE EXISTING WIRING AND HVAC DISTRIBUTION AS NECESSARY TO ACCOMMODATE THE CHANGES AND ADDITIONS SHOWN AND TO PROVIDE CONTINUING ELECTRICAL AND HVAC SERVICES FOR THOSE EXISTING PORTIONS OF THE PROJECT WHICH ARE TO REMAIN IN OPERATION. 2 THE GENERAL CONTRACTOR SHALL PROPERLY PROTECT THE BUILDING AND ANY ADJOINING PROPERTY OR WORK AND ANY DAMAGE TO SAME, CAUSED BY HIS WORK OR WORKMEN MUST BE MADE GOOD WITHOUT DELAY. ANY COSTS FOR PATCHING AND REPLACING OF DAMAGED WORK SHALL BE BORNE BY THE GENERAL CONTRACTOR. 3 IN AREAS WHERE THERE ARE NO ALTERATIONS INDICATED THE EXISTING FACILITIES SHALL BE RETAINED IN SERVICE. IN CASE OF DOUBT ASSUME THAT THE EXISTING ELECTRICAL WIRING IS TO REMAIN IN OPERATION THROUGHOUT THE CONSTRUCTION PERIOD AND THEREAFTER. 4 THE ALTERATION OF THE EXISTING BUILDING IS WORK OF A COMPLEX NATURE WHICH WILL REQUIRE ACCURATE PLANNING, CAREFUL PREPARATION AND EXECUTION, ATTENTION TO DETAIL AND CLOSE SUPERVISION BY THE CONTRACTOR. THE CONTRACTOR WILL BE REQUIRED TO PERFORM THIS WORK IN FULL COOPERATION WITH THE OTHER CONSTRUCTION TRADES AND SUBJECT TO AN ACCEPTABLE SCHEDULE. 5 ALL WOODWORK, BLOCKING, GROUNDS, ETC. TO BE FIRE RETARDANT TREATED. 6 THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY PROTECTION FOR HIS WORK UNTIL TURNED OVER TO THE CLIENT. 7 THE GENERAL CONTRACTOR SHALL INCLUDE IN HIS ESTIMATE ALL COSTS, (INCLUDING OVERTIME WORK) FOR REMOVAL, NEW INSTALLATION AND REINSTALLATION WORK FOR ANY PLUMBING, CEILING (TAKE-DOWN AND REINSTALLATION), ELECTRICAL, TELEPHONE COMMUNICATIONS EQUIPMENT OR HVAC WORK WITHIN CEILING PLENUM. 8 ALL EXISTING APPURTENANCES NOT BEING REMOVED SHALL BE REFURBISHED WHERE REQUIRED. ANY LOOSE ITEMS TIGHTENED (CEILING EXIT SIGNS, ETC.) AND ANY MISSING PARTS REPLACED BY THE GENERAL CONTRACTOR TO ACHIEVE A FINISHED FIRST CLASS INSTALLATION AND APPEARANCE. 9 ALL REQUIRED EXITS, WAYS OF APPROACH THERETO, AND WAYS OF TRAVEL FROM THE EXIT INTO THE STREET SHALL CONTINUOUSLY BE MAINTAINED FREE FROM ALL OBSTRUCTIONS AND IMPEDIMENTS FOR UNOBSTRUCTED EGRESS IN THE CASE OF FIRE OR OTHER EMERGENCY. 10 THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL FIRE EXTINGUISHERS AS REQUIRED BY FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA), BY FIRE DEPARTMENT REGULATIONS, AND AS SHOWN ON SAA DRAWINGS. 11 THE GENERAL CONTRACTOR SHALL REPLACE ALL BROKEN OR CRACKED WINDOW GLAZING. ALL WINDOW SASHES SHALL BE INSPECTED BY THE CONTRACTOR AND ALL INOPERABLE CONDITIONS SHALL BE REPAIRED. 12 EACH TRADE SHALL BE RESPNSIBLE FOR PROVIDING AND INSTALLING SEALANTS WHERE SHOWN ON DRAWINGS OR WHERE REQUIRED. 13 PROVIDE STRUCTURAL SUPPORTS AT ALL WALL MOUNTED EQUIPMENT, CABINETS, PLUMBING AND LIGHT FIXTURES. 14 WHERE OPENINGS OCCUR IN EXISTING FIRE RATED AREAS OR PARTITIONS DUE TO EXISTING OR NEW CONDUIT RUNS, DUCTWORK, CABLES, PIPING, ETC., AND/OR WHERE EXISTING FIREPROOFING HAS BEEN REMOVED AS A RESULT OF EXISTING OR NEW CONSTRUCTION WORK, THE GENERAL CONTRACTOR SHALL CLOSE AND/OR PATCH AS REQUIRED ALL OPENINGS TO MATCH IMMEDIATE ADJACENT AREA IN MATERIAL, FINISH AND FIRE RATING. 15 WHERE CONSTRUCTION TO BE REMOVED INTERSECTS CONSTRUCTION TO REMAIN, WORK SHALL INCLUDE ALL ATTACHMENT DEVICES (SHOT PINS, ANCHORS, LAG BOLTS, NAILS, NAILERS, SHIMS, ETC.) REQURIED FOR A SMOOTH AND EVEN TRANSITION. 16 THE GENERAL CONTRACTOR SHALL SURVEY ALL EXISTING FINISHED SURFACES TO INCLUDE CORNER BEADS, STOPS, ETC. FOR CHIPS, CRACKS, HOLES, DAMAGED SURFACES, MARBLE WAINSCOT AND PLASTER CEILING WHENEVER DOOR FRAMES HAVE BEEN REMOVED, AND ANY OTHER DEFECTS CAUSING AN APPEARANCE DIFFERENT FROM A NEW FIRST CLASS FINISHED REPAIRING. GENERAL CONTRACTOR SHALL REMOVE ALL EXISTING DAMAGED FINISHES AND INSTALL NEW SURFACES TO THE SATISFACTION OF SAA. ALL OTHER DAMAGED SURFACES (FINISHED FLOOR SLAB, CONVECTOR ENCLOSURES, ETC.) SHALL BE REPAIRED TO THE SATISFACTION OF SAA. 17 THE GENERAL CONTRACTOR SHALL INSPECT ALL EXISTING PLASTER SURFACES. WHERE, AS A RESULT OF DEMOLITION, EXISTING PLASTER HAS BEEN REMOVED AND NEW FINISHED SURFACES WILL NOT ALIGN WITH EXISTING, CONTRACTOR SHALL INSTALL NEW CORNER BEADS AND STOPS AND ENTIRE SURFACE SHALL BE RE-PLASTERED TO A SMOOTH, FLUSH, ALIGNED SURFACE. 01 40 00 - QUALITY REQUIREMENTS 1 THE CONSTRUCTION NOTES AND/OR DRAWINGS ARE SUPPLIED TO ILLUSTRATE THE DESIGN AND THE GENERAL TYPE OF CONSTRUCTION QUALITY DESIRED. THEY ARE INTENDED TO APPLY TO THE FINEST QUALITY OF CONSTRUCTION, MATERIAL AND WORKMANSHIP THROUGHOUT. 2 THE GENERAL CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DRAWINGS ON SITE DURING ALL PHASES OF CONSTRUCTION FOR USE BY ALL TRADES. 3 THE GENERAL CONTRACTOR UPON ACCEPTANCE AND AWARD OF THE CONTRACT ASSUMES FULL RESPONSIBILITY FOR THE CONSTRUCTION, MATERIALS, AND WORKMANSHIP OF THE WORK DESCRIBED IN THESE NOTES AND DRAWINGS, AND WILL BE EXPECTED TO COMPLY WITH THE DESIGN INTENT AS WELL AS ALL OF THE PRINTED AND WRITTEN CONSTRUCTION DOCUMENTS. 01 41 00 - REGULATORY REQUIREMENTS 1 THE GENERAL CONTRACTOR, SUBCONTRACTOR AND ANY TENANTS' CONTRACTORS SHALL SUBMIT CERTIFICATES TO THE BUILDING MANAGER AND OWNER UPON COMPLETION OF WORK, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: A) FIREPROOF WOOD TEST REPORT (IF REQUIRED) B) ELECTRICAL, PLUMBING AND AIR CONDITIONING CERTIFICATES ISSUED BY: 1) DEPARTMENT OF WATER SUPPLY, GAS AND ELECTRICITY 2) BOARD OF FIRE UNDERWRITERS 2 PROVIDE CERTIFICATION OF THAT ALL ELECTRICAL, MECHANICAL, AND PLUMBING FIXTURES MEET THE REQUIREMENTS OF TITLE 24 AND CALGREEN. 3 ALL WORK PERFORMED BY THE CONTRACTOR SHALL CONFORM TO THE REQUIREMENTS OF MUNICIPAL, LOCAL OR FEDERAL AND STATE LAWS, AS WELL AS ANY OTHER GOVERNING REQUIREMENTS, WHETHER OR NOT SPECIFIED ON THE DRAWINGS. 4 WHERE THE CONTRACT NOTES OR DRAWINGS CALL FOR ANY WORK OF A MORE STRINGENT NATURE THAN THAT REQUIRED BY THE BUILDING CODE OR ANY OTHER DEPARTMENT HAVING JURISDICTION OVER THE WORK, THE WORK OF THE MORE STRINGENT NATURE CALLED FOR BY THE CONTRACT, CONSTRUCTION NOTES OR DRAWINGS SHALL BE FURNISHED AND PROVIDED IN ALL CASES. 5 THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LEGALLY REQUIRED APPROVALS AND PERMITS NECESSARY FOR THE EXECUTION AND COMPLETION OF HIS WORK. FORWARD COPIES TO OWNER AND SAA. 01 51 00 - TEMPORARY UTILITIES 1 THE GENERAL CONTRACTOR SHALL FURNISH A SYSTEM OF TEMPORARY POWER, LIGHTS, WATER, HEAT, AND ANY OTHER TEMPORARY UTILITIES REQUIRED THROUGHOUT THE SPACE UNDER CONSTRUCTION AS REQUIRED TO COMPLETE THE WORK. 01 56 00 - TEMPORARY ENCLOSURES 1 THE GENERAL CONTRACTOR SHALL EXERCISE STRICT DUST CONTAINMENT CONTROL OVER THE JOB TO PREVENT DIRT OR DUST FROM LEAVING THE JOB SITE. 01 57 00 - TEMPORARY CONTROLS 1 "CONSTRUCTION DUST CONTROL": DURING CONSTRUCTION, DUST CONTROL MEASURES SHALL BE REQUIRED. GRADING WILL BE DISCONTINUED DURING FIRST-STAGE SMOG ALERTS AND SUSPENDED DURING PERIODS OF HIGH WINDS (I.E.: OVER 15 MPH). ALL HAULING TRUCKS SHALL HAVE LOADS COVERED OR WETTED AND LOADED BELOW THE SIDEBOARDS TO MINIMIZE DUST. EXERCISE MEASURES TO REMOVE DIRT FROM WHEELED VEHICLES BEFORE ENTERING THE PUBLIC WAY. 01 70 00 - EXECUTION AND CLOSEOUT REQUIREMENTS 1 THE CONTRACTOR SHALL BE FULLY AND SOLELY RESPONSIBLE FOR THE REMOVAL, REPLACEMENT AND RECTIFICATION OF ALL DAMAGED AND DEFECTIVE MATERIAL AND WORKMANSHIP IN CONNECTION WITH THE CONTRACT WORK. HE SHALL REPLACE OR REPAIR AS DIRECTED ALL SUCH DAMAGED OR DEFECTIVE MATERIALS WHICH SHALL APPEAR WITHIN A PERIOD OF ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. 2 CONTRACT CLOSE-OUT SHALL OCCUR ONLY AFTER THE ARCHITECT HAS PREPARED A PUNCHLIST AND THE PUNCHLIST ITEMS HAVE BEEN CORRECTED. THE GENERAL CONTRACTOR SHALL SUBMIT TO THE OWNER MAINTENANCE AND WARRANTY MANUALS, RELEASE OF LIENS AND RECORD DRAWINGS WITH HIS FINAL APPLICATION FOR PAYMENT. 01 71 33 - PROTECTION OF ADJACENT CONSTRUCTION 1 THE GENERAL CONTRACTOR SHALL PROVIDE A VISQUEEN SEAL FROM FLOOR TO CEILING AT ALL INTERFACES TO PROTECT ADJACENT BUILDING PROPERTY WHILE DEMOLITION AND CONSTRUCTION ARE IN PROGRESS. THIS SEAL IS TO BE KEPT CLOSED AT ALL TIMES. 2 THE GENERAL CONTRACTOR SHALL AT ALL TIMES PROTECT THE PROPERTY OF THE BUILDING OWNER INCLUDING BUT NOT LIMITED TO, WINDOWS, FLOOR AND CEILING TILE, PUBLIC TOILETS, ELEVATORS, DOORS, FRAMES, ELECTRICAL AND AIR CONDITIONING EQUIPMENT, CONVECTOR ENCLOSURES, ETC. 3 THE CONTRACTOR SHALL AT NO TIME DO ANY WORK OR PLACE ANY CONSTRUCTION THAT MAY AFFECT THE OPERATIONS OF OTHER TENANTS, INCLUDING ANY INTERRUPTIONS IN THE SUPPLY OF POWER OR OTHER UTILITIES, WITHOUT FIRST NOTIFYING THE BUILDING OWNER AND OBTAINING PERMISSION FROM THEM TO PROCEED. 01 73 29 - CUTTING AND PATCHING1 THE GENERAL CONTRACTOR SHALL DO ALL CUTTING, FITTING, AND PATCHING WORK THAT MAY BE REQUIRED TO MAKE ALL PARTS COME TOGETHER PROPERLY AND FIT TO RECEIVE OR BE RECEIVED BY WORK OF OTHER TRADES SHOWN UPON OR REASONABLY IMPLIED BY THE DRAWINGS AND NOTES. 2 THE GENERAL CONTRACTOR SHALL PROVIDE ALL FLOOR CUTOUTS AND PATCHING REQUIRED FOR THE INSTALLATION OF ALL WORK. 3 THE GENERAL CONTRACTOR SHALL METAL LATH OVER ALL NEW CONDUIT CHASES IN MASONRY PARTITIONS. 4 ALL DAMAGED EXISTING AREAS TO REMAIN AND EXISTING AREAS AFFECTED BY DEMOLITION OR NEW CONSTRUCTION WORK SHOWN ON DRAWINGS SHALL BE PATCHED TO MATCH IMMEDIATE EXISTING ADJACENT AREAS IN MATERIALS, FIRE RATING, FINISH AND COLOR UNLESS OTHERWISE NOTED. 5 ALL FIRE PROOFING REMOVED FROM COLUMNS AND BEAMS DURING THE COURSE OF CONSTRUCTION SHALL BE REPLACED WITH THE SAME MATERIAL AND RATING AS THAT WHICH WAS REMOVED. 6 CONTRACTOR TO VERIFY WITH OWNER IF X-RAY IS REQUIRED PRIOR TO CORE DRILLING. X-RAY FLOOR PRIOR TO THE COMMENCEMENT OF ANY FLOOR CORING. AVOID CORING THROUGH ANY EXISTING STEEL REINFORCEMENT. 01 74 00 - CLEANING AND WASTE MANAGEMENT 1 THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS, BOTH FROM HIS OWN FORCES AND OTHER SUBCONTRACTORS, INCLUDING RUBBISH WHICH IS A BY-PRODUCT OF CARPET AND CABINET INSTALLATION, TELEPHONE COMPANY INSTALLATION, ETC. AND PROVIDE FOR ITS REMOVAL FROM THE SITE. 2 AT THE END OF EACH DAY OF CONSTRUCTION OR FINISH WORK, THE CONSTRACTOR AND EACH TRADE SHALL BE RESPONSIBLE FOR REMOVING ANY DEBRIS FROM THE SITE. THE JOB SITE SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER, AND SAA UPON COMPLETION OF THE PROJECT BY THE CONTRACTOR. 3 THE EXISTING TO REMAIN, EXISTING RELOCATED OR NEW ITEMS INSTALLED BY THE GENERAL CONTRACTOR IN ADDITION TO BEING AMPLY PROTECTED THROUGHOUT THE PERIOD OF CONSTRUCTION SHALL BE THOROUGHLY CLEANED TO THE SATISFACTION OF SHLEMMER+ALGAZE+ASSOCIATES PRIOR TO BEING TURNED OVER TO THE OWNER. 4 THE EXISTING BUILDING TOILET FACILITIES, IF UTILIZED DURING CONSTRUCTION BY CONTRACTOR PERSONNEL, SHALL BE AMPLY PROTECTED THROUGHOUT THE PERIOD OF CONSTRUCTION AND ALL DAMAGED OR MALFUNCTIONING ITEMS SHALL BE REPAIRED, REPLACED AND THOROUGHLY CLEANED TO THE SATISFACTION OF SHLEMMER+ALGAZE+ASSOCIATES PRIOR TO BEING TURNED OVER TO THE OWNER. 5 ITEMS THAT ARE TO BE REMOVED AND LATER REINCORPORATED INTO THE PROJECT ARE TO BE CLEANED, STORED, AND REPAIRED IF NECESSARY. SEE SHEETS A1.0 AND A2.0 FOR REUSE OF EXISTING MATERIALS. 01 00 00 GENERAL REQUIREMENTS CONTINUED 01 00 00 GENERAL REQUIREMENTS CONTINUED 02 41 00 DEMOLITION 02 41 19.16 - SELECTIVE INTERIOR DEMOLITION1 THE GENERAL CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIAL REQUIRED TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED IN SAA DRAWINGS OR AS OTHERWISE DIRECTED BY SAA. 2 THE GENERAL CONTRACTOR SHALL FURNISH BUILDING MANAGEMENT AND SAA WITH A COMPLETE INVENTORY LIST OF ALL ITEMS THAT CAN BE REUSED AND/OR STORED IN BUILDING STOCK. 3 THE GENERAL CONTRACTOR SHALL EXECUTE ALL WORK IN COMPLIANCE WITH THE REGULATIONS OF THE AUTHORITY HAVING JURISDICTION OVER THE BUILDING FOR DEMOLITION AND REMOVAL OF DEBRIS, NOISE ORDINANCE, INCLUDING ACCEPTABLE HOURS FOR OVERTIME WORK REQUIRED. 4 ALL WORK DEMOLISHED SHALL BE REMOVED FROM THE PREMISES EXCEPT ITEMS TO BE REUSED OR RETURNED TO OWNER OR AS OTHERWISE NOTED. 5 THE GENERAL CONTRACTOR SHALL REMOVE FROM PREMISES CONDUITS LEFT AFTER WALL DEMOLITION, INCLUDING SWITCH BOXES, PLATES, BRIDGES OR ANY OTHER TELEPHONE OR ELECTRICAL, INCLUDING WIRING AND EQUIPMENT. 6 IN ALL AREAS WHERE DEMOLITION (REMOVAL OF TILE, CARPETING, PARTITIONS, ETC.) CAUSES ANY UNEVENNESS IN CONCRETE SLAB, THE CONTRACTOR SHALL PATCH TO LEVEL THE SLAB TO RECEIVE NEW FINISHED FLOORING. 7 DURING THE ENTIRE PERIOD OF DEMOLITION AND CONSTRUCTION, ALL EXISTING EXITS, EXIT LIGHTING, FIRE PROTECTIVE DEVICES AND ALARMS SHALL BE CONTINUOUSLY MAINTAINED. 8 THE GENERAL CONTRACTOR SHALL CUT AND CAP OFF BEHIND FINISH SURFACES ALL PROJECTING PLUMBING, FLOOR ELECTRICAL/TELEPHONE OUTLETS, AND ALL OTHER PROJECTING ITEMS WHICH ARE BEING ABANDONED. 9 UPON COMPLETION OF THE DEMOLITION WORK, THE GENERAL CONTRACTOR SHALL LEAVE ALL AREAS IN A BROOM CLEAN CONDITION. 10 DEMOLITION NOT DESCRIBED HERE BUT NECESSARY FOR THE COMPLETION OF THE WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE DEMOLITION DRAWINGS ARE ISSUED FOR INFORMATION ONLY AND SHOW THE GENERAL EXTENT OF THE DEMOLITION REQUIRED. THESE DRAWINGS DO NOT NECESSARILY SHOW EVERYTHING TO BE REMOVED IN ORDER TO PREPARE THE EXISTING BUILDING ELEMENTS FOR REMODELING OR NEW CONSTRUCTION. THE ARCHITECTURAL DRAWINGS SHOW THE EXISTING PARTITIONS WITH DOORS AND OTHER ITEMS TO REMAIN. 11 ALL REMOVED MATERIAL OTHER THAN ITEMS TO BE SALVAGED OR REUSED SHALL BECOME CONTRACTORS PROPERTY U.O.N., AND SHALL BE REMOVED FROM OWNER'S PROPERTY. CLEAN UP AND DISPOSE OF DEBRIS PROMPTLY AND CONTINUOUSLY AS THE WORK PROGRESSES. SECURE AND PAY FOR REQUIRED HAULING PERMITS, DUMPING FEES AND CHARGES. 12 ELECTRICAL, MECHANICAL AND PLUMBING ITEMS SHALL BE REMOVED TO THE FURTHEST TERMINATION POINT ON THE FLOOR. REMOVE ALL UNUSED AND DISCONNECTED HVAC, ELECTRICAL, PLUMBING AND PHONE/DATA CABLING ABOVE CEILING AND REMOVE TO THE FURTHEST TERMINATION POINT ON THE FLOOR. COORDINATE EXTENT OF REMOVAL WITH MECHANICAL/ELECTRICAL/PLUMBING DRAWINGS. 13 EXISTING LIGHT FIXTURES, ELECTRICAL OUTLETS, RACEWAY AND WIRING ETC. WILL BE REMOVED AS NOTED PER ARCHITECTURAL AND ELECTRICAL DEMOLITION DRAWINGS. 14 REMOVE ALL FIRE DAMPERS IN EXISTING DUCTWORK WHERE FIRE RATED WALLS ARE DEMOLISHED. REMOVE ALL FIRE DAMPERS THAT ARE NOT CODE COMPLIANT.REPLACE ANY FIRE DAMPERS WHERE DAMPERS WILL NEED TO BE UPGRADED TO MEET CURRENT CODE REQUIREMENTS AND RATED WALL IS SCHEDULED TO REMAIN. 15 THERMOSTATS AND PNEUMATIC LINES SHALL BE REMOVED GENTLY AND COILED BACK TO THE DEVICE THEY CONTROL AND LEFT IN PLACE. ALL OTHER THERMOSTATS SHALL BE REMOVED AND RETURNED TO BUILDING OWNER. 16 UPON REMOVAL OF THE EXISTING CEILING, THAT PORTION OF THE EXISTING MECHANICAL SYSTEM DESIGNATED TO BE RE-USED WILL BE EVALUATED BY THE ENGINEER. IF THE EXISTING MECHANICAL SYSTEMS ARE FOUND TO BE ACCEPTABLE FOR RE-USE, THEN THE EXISTING MAIN DUCT, VAV BOXES, PNEUMATIC CONTROL TUBING ETC. SHALL REMAIN AND SHALL BE PROTECTED TO AVOID DAMAGE TO EXISTING HVAC EQUIPMENT DURING DEMOLITION. 17 CONTRACTOR TO VERIFY THAT ALL EXISTING LIGHT FIXTURES NOT BEING REUSED SHALL BE RETURNED TO BUILDING OWNER. 18 THE EXISTING FIRE SPRINKLER SYSTEM SHALL REMAIN IN PLACE (ONLY DURING DEMOLITION). ALL OTHER FIRE/LIFE SAFETY EQUIPMENT SHALL BE LEFT IN PLACE. IF A STRUCTURE HOLDING A DEVICE IS REMOVED, THE CONTRACTOR SHALL SUPPORT THE FIRE/LIFE SAFETY DEVICE IN A MANNER THAT DOES NOT IMPAIR ITS FUNCTION IN ANYWAY. 19 REMOVE ALL DATA/TELE CABLING IN CEILING BACK TO POINT OF ORIGINATION. (UNLESS OTHERWISE INSTRUCTED) CONTRACTOR TO VERIFY WITH OWNER'S CABLING VENDOR. 20 ABANDONED PLUMBING LINES AND DRAINS TO BE REMOVED BACK TO POINT OF ORIGINATION AS REQUIRED FOR NEW WORK. 21 MAINTAIN FULLY CHARGED FIRE EXTINGUISHERS READILY AVAILABLE DURING ALL DEMOLITION OPERATIONS 06 00 00 WOOD, PLASTICS AND COMPOSITES 06 41 00 - ARCHITECTURAL WOOD CASEWORK 1 REFER TO THE “GENERAL NOTES AND INFORMATION SHEETS” FOR ADDITIONAL NOTES. 2 CONTRACTOR TO SUBMIT COMPLETE SHOP DRAWINGS FOR APPROVAL AND VERIFY ALL DIMENSIONS IN THE FIELD BEFORE FABRICATION. CONFIRM ALL MATERIALS AND FINISHES ON SHOP DRAWINGS. SUBMIT (4) 9”X9” SAMPLES OF EACH FINISH FOR APPROVAL. CONTRACTOR SHALL SUBMIT MSDS SHEETS, SIGNED ATTESTATIONS OR OTHER OFFICIAL LITERATURE FROM MANUFACTURER FOR ALL ADHESIVES AND SEALANTS USED ON THE PROJECT. ALL JOINTS, CORNERS AND EDGES ARE TO BE DETAILED IN INDIVIDUAL DETAILS. ALL DIMENSIONS, CRITICAL OR OTHERWISE, ARE TO BE CALLED OUT ON THE SHOP DRAWINGS. SHLEMMER+ALGAZE+ASSOCIATES WILL NOT REVIEW DRAWINGS WHICH ARE INCOMPLETE AND SHOW MINIMAL DETAILING. ALL CASEWORK, SPECIAL PRODUCTS, AND SPECIAL ASSEMBLIES ARE SUBJECT TO SUBMITTAL AND SHOP DRAWING REVIEW. SHOP DRAWINGS AND SUBMITTAL'S SHALL NOT BE WAIVED UNLESS WRITTEN PERMISSION TO DO SO IS GIVEN BY SHLEMMER+ALGAZE+ASSOCIATES. 3 ALL WOOD VENEERED OR CONVERSION VARNISH FINISHED CASEWORK SHALL BE FABRICATED TO WI PREMIUM GRADE STANDARDS. ALL EXPOSED SURFACES INCLUDING DOORS, TOPS AND BASE SHALL BE VENEERED. CASEWORK SHALL BE BIRCH PLYWOOD STAINED TO MATCH FINISH VENEER. 06 00 00 WOOD, PLASTICS AND COMPOSITES CONT. 4 ALL PLASTIC LAMINATE MILLWORK TO BE FABRICATED TO WI CUSTOM GRADE STANDARDS. ALL EXPOSED SURFACES TO BE LAMINATE. CASEWORK AT WHITE LAMINATE TO BE 5/8” WHITE KORTRON. CASEWORK AT COLORED LAMINATE SHALL BE 5/8” BLACK KORTRON. 5 COORDINATE LOCATIONS AND PROVIDE METAL BACKING AT WALL FRAMING FOR ALL WALL-MOUNTED CASEWORK. ALL "INSTALLED" CABINETS SHALL BE SCRIBED TO WALL OR CEILING. CABINET CONTRACTOR TO CHECK JOB PROGRESS AND COORDINATE WITH OTHER TRADES INVOLVED. REFER TO DRAWING DETAILS FOR BACKING SUPPORT OF WALL HANGING ITEMS. 6 CONTRACTOR SHALL SUPPLY AND INSTALL ALL NECESSARY HARDWARE REQUIRED BY THE SPECIFICATIONS OR INTENT OF THE DESIGN. SUBMIT TO SAA FOR APPROVAL CUT SHEETS OF ALL CABINET HARDWARE AND SAMPLES OF ALL PULLS AND KNOBS PRIOR TO FABRICATION. 7 CONTRACTOR TO PROTECT CASEWORK DURING DELIVERY AND TAKE NECESSARY PRECAUTIONS TO ENSURE THAT INSTALLATION OF CASEWORK AND FINISH CARPENTRY WILL NOT BE DAMAGED BY OTHER CONSTRUCTION WORK. 8 COMPOSITE WOOD AND AGRIFIBER PRODUCTS, INCLUDING CORE MATERIALS, SHALL NOT CONTAIN ANY UREAFORMALDEHYDE RESINS. 9 LAMINATE ADHESIVES USED TO FABRICATE CASEWORK ON-SITE AND SHOP APPLIED ASSEMBLIES CONTAINING THESE LAMINATE ADHESIVES SHALL NOT CONTAIN ANY UREAFORMALDEHYDE. 10 ALL ADHESIVES AND SEALANTS USED FOR MILLWORK, PANELING, OR VENEERING SHALL BE LOW VOC AND MUST NOT EXCEED THE VOC CONTENT LIMITS OF SCAQMD RULE #1168 REQUIREMENTS IN EFFECT ON JANUARY 1, 2011. 11 AEROSOL ADHESIVES SHALL MEET REQUIREMENTS EQUAL TO GREEN SEAL STANDARD GC-36 IN EFFECT JANUARY 1, 2011. 12 THE GENERAL CONTRACTOR SHALL CLOSELY COORDINATE HIS WORK WITH THAT OF THE CABINET CONTRACTOR. 13 ALL CABINET FINISHES SHALL BE AS NOTED ON THE DETAILED DRAWINGS. 14 THE CABINET CONTRACTOR SHALL PROVIDE RUBBER BUMPERS ON ALL WOOD DOORS. 15 WHERE MEMBERS ARE MITERED OR BUTTED, THEY SHALL BE JOINED AND SECURED IN A MANNER TO INSURE AGAINST THE JOINT OPENING. 16 ALL FINISHED WORK SHALL, AS FAR AS PRACTICAL, BE ASSEMBLED AND FINISHED IN THE SHOP AND DELIVERED TO THE BUILDING READY TO ERECT IN PLACE. 17 WHERE FILES ARE SHOWN AS BEING SET INTO CABINET WORK, THE CABINET CONTRACTOR SHALL SET AND BOLT ALL FILES TOGETHER. 18 THE GENERAL CONTRACTOR SHALL COORDINATE HIS WORK WITH THAT OF THE CASEWORK, STONE, OR OTHER SPECIALTIES CONTRACTORS. 19 ALL CASEWORK SHOWN SHALL HAVE PLASTIC LAMINATE TOPS, UNLESS OTHERWISE NOTED. 20 SHELVES AND SEMI-EXPOSED SURFACES, INCLUDING DRAWER INTERIORS, SHALL BE FINISHED WITH A MELAMINE CABINET LINER OF A UNIFORM COLOR THROUGHOUT. 21 ADJUSTABLE METAL SHELF STANDARDS SHALL BE DAPPED OR DRILLED INTO THE SIDES OF CABINETS, UNLESS OTHERWISE NOTED. 06 20 00 - FINISH CARPENTRY 1 WOOD BASE SHALL, IN ALL CONDITIONS, BE INSTALLED RECESSED AND MATCH THE COLOR OF THE ADJACENT WALL, U.O.N. GENERAL CONTRACTOR TO CONFIRM WITH ARCHITECT COLOR IF NOT SPECIFIED ON DRAWINGS AND SUBMIT SAMPLE OF COLORED BASE FOR SAA APPROVAL PRIOR TO PURCHASE AND INSTALLATION. 08 00 00 OPENINGS 08 10 00 - DOORS AND FRAMES 1 THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL REQUIRED FRAMES AND ASSEMBLIES AS SHOWN ON SHLEMMER+ALGAZE+ASSOCIATES DRAWINGS UNLESS OTHERWISE NOTED. COORDINATE OVERALL DOOR FRAME DEPTHS WITH WALL TYPES. DOOR AND FRAME ASSEMBLY DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO FABRICATION AND INSTALLATION. 2 THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL DOORS AS SPECIFIED ON SHLEMMER+ALGAZE+ASSOCIATES DRAWINGS UNLESS OTHERWISE NOTED. 3 DETAILED DOOR SCHEDULES SHALL BE SUBMITTED TO SHLEMMER+ALGAZE+ASSOCIATES FOR REVIEW, AND FABRICATION OF DOORS AND FRAMES SHALL NOT BE COMMENCED UNTIL SUCH REVIEW HAS BEEN RETURNED. 4 THE BOTTOM 10" OF ALL DOORS (EXCEPT SLIDING AND AUTOMATIC) SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10” HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. 5 ALL REQUIRED EXIT DOORWAYS SHALL HAVE A MINIMUM 32" CLEAR OPENING WITH THE DOOR AT 90 DEGREES TO THE CLOSED POSITION. DOORWAYS SHALL BE NOT LESS THAN 36" IN WIDTH AND NOT LESS THAN 6'-8" IN HEIGHT. (CBC 2022 1010.1.1) 6 ONE OF A PAIR OF DOORS SHALL MEET THE MINIMUM OPENING WIDTH REQUIREMENTS. 7 LANDINGS OR FLOOR LEVEL AT DOORS SHALL NOT BE MORE THAN 1/2-INCH BELOW THE THRESHOLD. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES GREATER THAN 1/4-INCH AT DOORWAYS SHALL BE BEVELED WITH A SLOPE NOT GREATER THAN ONE UNIT VERTICAL IN TWO UNITS HORIZONTAL. (CBC 2022 11B-404.2.5) 8 SEE SHEET A-2.0 FOR REQUIREMENTS OF DOORS, WINDOWS, AND HARDWARE, I.E. DOOR SCHEDULE, HARDWARE SCHEDULE AND DOOR AND WINDOW DETAILS. 9 TYPICAL DOOR/FRAME CONVENTIONS ARE AS FOLLOWS: a) DIMENSIONS TO EDGE OF DOOR LOCATING DOOR OPENINGS ARE TO INSIDE FACE OF JAMB, UNLESS OTHERWISE NOTED. b) DOOR OPENINGS ARE TO BE LOCATED SO THAT INSIDE FACE OF BUTT SIDE JAMB IS 4" FROM FACE OF PERPENDICULAR WALL AT CORNER, ALLOWING FOR A 90 DEGREE SWING TYPICAL, UNLESS OTHERWISE NOTED. c) SEE SHEET A-2.0 FOR SPECIFIC DOOR REQUIREMENTS. 10 UNDERCUT BUILDING STANDARD INTERIOR DOORS AS REQUIRED TO CLEAR FINISHED FLOOR BY 1/4". ALL RATED DOORS SHALL BE ORDERED SO AS TO CLEAR THE FINISHED FLOOR BY 1/4", UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL UNDERCUT ALL NEW AND EXISTING DOORS AS REQUIRED TO ACCOMMODATE ALL FLOOR COVERINGS. VERIFY EXACT THICKNESS OF ALL NEW FLOOR COVERING WITH SHLEMMER+ALGAZE+ASSOCIATES PRIOR TO UNDERCUTTING OF DOORS. 11 ANY GLAZING ON OR WITHIN 24" OF A DOOR SHALL BE TEMPERED. 12 ALL HOLLOW METAL DOORS SHALL BE PROVIDED WITH STEEL FRAMES. 13 EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING ANY HAZARDOUS AREA, ELECTRICAL ROOMS WITH 800A EQUIPMENT, OR WHEN SERVING AN OCCUPANT LOAD OF 50 OR MORE. 14 EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. (2022 CBC 1010.2). A. EXCEPTION: THIS REQUIREMENT SHALL NOT APPLY TO EXTERIOR EXIT DOORS IN A GROUP "B" OCCUPANCY IF THERE IS A VISIBLE, DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS". THE LETTERS SHALL BE NOT LESS THAN 1 INCH HIGH ON A CONTRASTING BACKGROUND. THE LOCKING DEVICE MUST BE A TYPE THAT WILL BE READILY DISTINGUISHABLE AS LOCKED. 08 71 00 - DOOR HARDWARE 1 DETAILED HARDWARE SCHEDULES SHALL BE SUBMITTED TO SHLEMMER+ALGAZE+ASSOCIATES FOR REVIEW. HARDWARE ORDER SHALL NOT COMMENCE UNTIL SUCH REVIEW HAS BEEN RETURNED AND ACCEPTED OR ACCEPTED WITH MARKINGS. 2 ALL LOCK SETS SHALL BE CODED AND/OR KEYED IN ACCORDANCE WITH THE BUILDING STANDARD REQUIREMENTS. CODES AND/OR KEYS ARE TO BE DELIVERED TO OWNER PROPERLY TESTED AND/OR TAGGED. THE NUMBER OF MASTER AND PASS KEYS SHALL BE COORDINATED WITH OWNER. BUILDING MASTER KEYS SHALL BE MARKED “DO NOT DUPLICATE”. 3 MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS, SUCH PULL/PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF THE SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARD. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MINIMUM ALLOWABLE BY THE APPROPRIATE AUTHORITY HAVING JURISDICTION, BUT IN ALL CASES SHALL NOT EXCEED 15 POUNDS. 4 LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN THE PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, OR BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP OR PINCH THE OPENING HARDWARE. 5 ALL MANUALLY OPERATED EDGE OR SURFACE-MOUNTED FLUSH BOLTS ARE PROHIBITED ON EXIT DOORS. WHEN EXIT DOORS ARE USED IN PAIRS AND APPROVED AUTOMATIC FLUSH BOLTS ARE USED, THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS SHALL HAVE NO DOOR KNOB OR SURFACE-MOUNTED HARDWARE. THE UNLATCHING OF ANY LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. 6 ALL EXIT DOOR HARDWARE SHALL BE OF AN APPROVED TYPE AND TESTED IN ACCORDANCE WITH PROCEDURES ESTABLISHED BY SFM 33.2 AND SFM 33.3 AS SHOWN IN CHAPTER 2-60 OF TITLE 24. 7 ALL THRESHOLDS SHALL NOT EXCEED 1/2" CHANGE IN ELEVATION WITH A 1:2 BEVEL. (CBC 2022 11B-303.3) 8 PANIC HARDWARE, WHEN INSTALLED, SHALL COMPLY WITH ALL APPLICABLE BUILDING CODE REQUIREMENTS. THE ACTIVATING MEMBER SHALL BE MOUNTED AT A HEIGHT OF NOT LESS THAN 34 INCHES NOR MORE THAN 44 INCHES ABOVE THE FLOOR. THE UNLATCHING FORCE SHALL NOT EXCEED 15 POUNDS WHEN APPLIED IN THE DIRECTION OF EXIT TRAVEL. 9 ALL RATED CORRIDOR DOORS SHALL HAVE A THRESHOLD WITH A SMOKE AND DRAFT SEAL AT HEAD AND JAMBS. 09 00 00 FINISHES CONTINUED 5 ALL PARTITIONS SHALL BE SECURELY ANCHORED AS PER MANUFACTURERS SPECIFICATIONS AND AS REQUIRED BY THE STATE AND LOCAL CODES. 6 THE GENERAL CONTRACTOR SHALL PROVIDE SUFFICIENT FRAMING FOR ALL WALL PARTITIONS, AND FOR ALL DUCT WORK, RETURN AIR OPENINGS AND GRILL OPENINGS ABOVE AND BELOW HUNG CEILING. THESE OPENINGS ARE TO BE COORDINATED WITH HVAC ENGINEERING DRAWINGS AND THE MECHANICAL CONTRACTORS SHOP DRAWINGS. ALL OPENINGS SHALL BE PROPERLY SEALED FOR SOUNDPROOFING AND VIBRATION. 7 THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL ACCESS PANELS AS REQUIRED FOR MECHANICAL, ELECTRICAL AND PLUMBING INSTALLATIONS PER LOCAL BUILDING CODES. LOCATIONS SHALL BE COORDINATED WITH SAA PRIOR TO FINAL INSTALLATION. 8 THE GENERAL CONTRACTOR WILL NOT BE ENTITLED TO A CHANGE ORDER FOR OPENING ANY PARTITIONS BECAUSE OF TELEPHONE INSTALLATION, SECURITY SYSTEMS OR COMPUTER DATA SYSTEMS. 9 SAA SHALL HAVE THE RIGHT TO REVIEW AND APPROVE ALL CHALK LINES PRIOR TO INSTALLATION OF WALL TRACK. SAA IS TO BE NOTIFIED OF ANY REQUIRED DEVIATION FROM CONSTRUCTION DIMENSIONS OR CLEARANCES AS DESIGNATED ON PLAN OR ANY APPARENT CONSTRUCTION CONFLICTS. 10 THE GENERAL CONTRACTOR IS TO VERIFY, PRIOR TO BID, THE RATING OF THE EXISTING PARTITIONS, COLUMNS, ETC. THE GENERAL CONTRACTOR SHALL PROVIDE WALL FURRING AT EXISTING PARTITIONS WITH A RATING OF GREATER THEN 1 HOUR WHERE REQUIRED TO ACCOMMODATE ELECTRICAL OR PLUMBING CONDITIONS AS INDICATED ON THE DRAWINGS. 11 STANDARD DRYWALL STUDS SHALL BE ELECTRO-GALVANIZED STEEL WITH PUNCHED UTILITY OPENINGS AND KNURLED FLANGE WITH AT LEAST 1-1/4" WIDE FLANGE RETURNS. FURNISH 25 GA. STUDS EXCEPT WHERE 20 GAUGE OR HEAVIER IS SHOWN OR REQUIRED ON THE DRAWINGS. 12 GAUGE SPECIFIED ABOVE ARE A MINIMUM, WHERE REQUIRED STUD HEIGHT EXCEEDS CODE COMPLIANCE, PROVIDE HEAVIER GAUGE STUDS OR DECREASE STUD SPACING AS NECESSARY TO CONFORM TO CODE. 13 ALL INTERIOR PARTITIONS HAVE BEEN DESIGNED COMPLIANT TO 2022 CBC 1607.16 AND CAN WITHSTAND A HORIZONTAL LOAD OF 5 LBS. SEE SHEET A-30.0. 14 ALL FIRE RATED PARTITIONS SHALL MEET CONSTRUCTION REQUIREMENTS PER 2022 CBC TABLE 721.1(2) ITEM #13-1.1 15 ALL PIPE AND CONDUIT PENETRATIONS THROUGH FIRE RATED PARTITIONS SHALL BE FULLY SEALED WITH APPROVED FIRE RATED CALUKING MATERIAL, AND ALL DUCTWORK FITTED WITH APPROPRIATELY SIZED FIRE DAMPERS. 09 29 00 - GYPSUM BOARD 1 ALL GYPSUM BOARD CONSTRUCTION IS TO MEET THE GYPSUM ASSOCIATION STANDARDS AS ENFORCED BY THE SOUTHERN CALIFORNIA DRYWALL CONTRACTORS ASSOCIATION INC. 2 THE GENERAL CONTRACTOR SHALL USE CORNER BEADS AT ALL EXPOSED CORNERS AND J-MOULD TRIM AT ALL EXPOSED ENDS IN PLASTER AND DRYWALL PARTITIONS. 3 ALL DRYWALL SHALL BE INSTALLED WITH VERTICAL JOINTS ONLY. ALL JOINTS SHALL OCCUR AT STUDS ONLY. USE APPROPRIATE SIZE AND LENGTH FASTENERS TO SUIT APPLICATION. 4 GYPSUM BOARD FINISH SHALL BE AS REQUIRED BY SAA AND APPROPRIATE TO THE TYPE OF WALL AND LOCATION SERVED. 09 30 00 - TILING1 CERAMIC TILE INSTALLATION METHOD - (DRY METHOD). CONTRACTOR TO INSTALL CERAMIC TILE IN ACCORDANCE WITH ANSI/TCA A108.5 SPECIFICATIONS. HORIZONTAL MORTAR BED SHALL BE A THIN SET BOND COAT, DRY OR LATEX PORTLAND CEMENT MORTAR MEETING ANSI/TCA F113-89. VERTICAL APPLICATION SHALL MEET ANSI/TCA METHOD W242-89, GROUT SHALL BE CEMENTING DRY CURE TYPE WITH LATEX ADDITIVE FOR STRENGTH AND ACID RESISTANCE; COLOR TO BE AS SPECIFIED BY SHLEMMER+ALGAZE+ASSOCIATES. PROVIDE ALL NECESSARY CAPS, STOPS, RETURNS, TRIMMERS AND OTHER SHAPES TO COMPLETE INSTALLATION. PROVIDE COVE TYPE BASE TO MATCH WALL WHERE WALL TILE IS USED, OTHERWISE MATCH COLOR OF FLOOR TILE. PROVIDE THRESHOLD AT WALL OR FRAME OPENINGS TO OTHER BUILDING AREAS NOT RECEIVING CERAMIC TILE FLOOR FINISH. 2 CERAMIC TILE INSTALLATION METHOD - (WET METHOD). CONTRACTOR IS TO INSTALL CERAMIC TILE IN ACCORDANCE WITH ANSI/TCA A108.5 SPECIFICATIONS. HORIZONTAL MORTAR BED SHALL BE A THIN SET BOND COAT, DRY OR LATEX PORTLAND CEMENT MORTAR MEETING ANSI/TCA F122-89. VERTICAL APPLICATION SHALL MEET ANSI/TCA METHOD W223-89. SHOWER STALL SHALL MEET ANSI/TCA B416-89. GROUT SHALL BE CEMENTING DRY CURE TYPE WITH LATEX ADDITIVE FOR STRENGTH AND ACID RESISTANCE; COLOR TO BE AS SPECIFIED BY SHLEMMER+ALGAZE+ASSOCIATES. PROVIDE ALL NECESSARY CAPS, STOPS, RETURNS, TRIMMERS AND OTHER SHAPES TO COMPLETE INSTALLATION. PROVIDE COVE TYPE BASE TO MATCH WALL WHERE WALL TILE IS USED, OTHERWISE MATCH COLOR OF FLOOR TILE. PROVIDE THRESHOLD AT WALL OR FRAME OPENINGS TO OTHER BUILDING AREAS NOT RECEIVING CERAMIC TILE FLOOR FINISH. 3 CONTRACTOR IS TO INSTALL CERAMIC TILE IN ACCORDANCE WITH ANSI/TCA A108.5 INSTALLATION SPECIFICATIONS. MORTAR BED SHALL BE A THIN-SET BOND COAT, DRY CEMENT MORTAR MEETING ANSI/TCA A118.4. GROUT SHALL BE CEMENT DRY CURE TYPE, WITH LATEX ADDITIVE FOR STRENGTH AND ACID RESISTANCE, COLOR TO BE SPECIFIED BY DESIGNER. PROVIDE NECESSARY CAPS, STOPS, RETURNS, TRIMMERS AND OTHER SHAPES TO COMPLETE INSTALLATION. PROVIDE COVE TYPE BASE TO MATCH WALL WHERE WALL TILE IS USED, OTHERWISE MATCH COLOR OF FLOOR TILE. PROVIDE THRESHOLD AT WALL OR FRAME OPENINGS TO OTHER BUILDING AREAS NOT RECEIVING CERAMIC TILE FLOOR FINISH. 4 CERAMIC TILE INSTALLATION TO BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDED INSTRUCTIONS AND ANSI A108, A118 AND A136. 5 CERAMIC TILE LAYOUT DIAGRAM TO BE APPROVED BY SHLEMMER ALGAZE ASSOCIATES BEFORE ORDERING/INSTALLATION OF TILE. 09 33 00 - STONE TILING1 STONE TILE INSTALLATION SHALL BE A THIN-SET APPLICATION CONFORMING TO ANSI A108.4 TCNA HANDBOOK AND SECTION 12 SHEET A0.2, REQUIREMENTS FOR HORIZONTAL AND VERTICAL APPLICATIONS. GROUTED JOINTS SHALL BE 1/16” AND CONFORM TO ANSI A108.10 AND TCNA HANDBOOK SPECIFICATIONS. GROUT COLOR TO BE SPECIFIED BY SHLEMMER+ALGAZE+ASSOCIATES. GROUT COLOR AT STONE TILE FLOORING SHALL BE COLORED TO MATCH THE ADJACENT FLOORING MATERIAL OR AS SELECTED BY SAA UNLESS OTHERWISE NOTED. WHERE MORE THAN ONE COLOR IS TO BE INSTALLED, GROUT COLOR SHALL BE CONFIRMED WITH SAA BEFORE INSTALLATION. EXPANSION JOINTS SHALL MEET TCNA METHOD EJ171. ALL HORIZONTAL SURFACES SHALL RECEIVE A CLEAR SEALER COAT AS MANUFACTURED BY MIRA-SEAL #511 OR EQUAL, AND SHALL BE APPLIED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 2 PROVIDE FLUSH STONE THRESHOLD TO MATCH ADJACENT STONE FLOORING AT TRANSITIONS BETWEEN STONE AND CARPET FLOORING. 3 STONE TILE LAYOUT DIAGRAM TO BE APPROVED BY SHLEMMER ALGAZE ASSOCIATES BEFORE ORDERING/INSTALLATION OF TILE. 4 MARBLE TILE INSTALLATION SHALL BE A THIN-SET APPLICATION CONFORMING TO ANSI A108.4 AND TCNA HANDBOOK AND SECTION 12 SHEET GN-1, REQUIREMENTS FOR HORIZONTAL AND VERTICAL APPLICATIONS. GROUTED JOINTS SHALL BE 1/16" AND CONFORM TO ANSI A108.10 AND TCNA HANDBOOK SPECIFICATIONS. GROUT COLOR IS TO BE SELECTED BY SAA. EXPANSION JOINTS SHALL MEET TCNA METHOD EJ171. ALL HORIZONTAL SURFACES SHALL RECEIVE A CLEAR SEALER COAT AS MANUFACTURED BY MIRA-SEAL #511 OR EQUAL AND SHALL BE APPLIED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 09 50 00 - CEILINGS 1 CONTRACTOR SHALL REFER TO ALL PERTINENT SECTIONS OF THE GENERAL NOTES, SPECIFICATIONS, AND SCHEDULE OF FINISHES FOR COMPLETE AND PROPER INSTALLATION OF WORK. 2 GENERAL CONTRACTOR SHALL ENSURE CLEARANCE HEIGHT FOR LIGHT FIXTURES, DUCTS, FIRE SPRINKLERS, ETC. SHOULD ANY OBSTRUCTIONS OCCUR THAT PREVENT INSTALLATION OF ANY REQUIRED COMPONENT, NOTIFY SAA PRIOR TO INSTALLATION OF GRID. INSTALLATION WITHOUT APPROVAL SHALL BE REMOVED REINSTALLED PER DIRECTION OF SAA AT GENERAL CONTRACTORS SOLE EXPENSE. 3 FIRE/LIFE SAFETY FIXTURES SHOWN ON PLAN ARE SUGGESTED LOCATIONS ONLY. CONTRACTOR TO PREPARE AND COORDINATE DESIGN/BUILD DRAWINGS SHOWING APPROPRIATE LOCATION OF STROBES AND EXIT SIGNS. SUBMIT COORDINATED SHOP DRAWINGS TO SAA FOR REVIEW AND TO LOCAL FIRE DEPARTMENT FOR PERMIT PRIOR TO THE COMMENCEMENT OF ANY INSTALLATION. 4 BOTH NEW AND EXISTING SPRINKLER HEADS FOR THE AREA OF WORK SHALL BE LOCATED PER SPRINKLER CONTRACTOR DESIGN/BUILD DRAWINGS. ONCE SUBMITTED TO AND REVIEWED BY SAA, DRAWINGS SHALL THEN BE SUBMITTED TO LOCAL FIRE DEPARTMENT FOR APPROVAL. 5 ALL FIXTURES, DEVICES, AND SPRINKLER HEADS ARE TO BE LOCATED AT THE CENTER OF CEILING TILE UNLESS NOTED OTHERWISE, PROVIDE PROPOSED LOCATIONS IN DRYWALL CEILING TO SAA FOR APPROVAL. 6 REFER TO DRAWING DETAILS FOR TYPICAL SUSPENDED CEILING GRID SUPPORT. 7 ALL LAY IN PANELS SHALL BE SECURED TO THE SUSPENSION SYSTEM WITH TWO HOLD-DOWN CLIPS MINIMUM FOR EACH TILE WITHIN A 4-FOOT RADIUS OF THE EXIT LIGHTS AND EXIT SIGNS. 8 CEILING GRID SHALL BE INSTALLED WITHIN A LEVEL HORIZONTAL TOLERANCE OF 1/8" PER 12'-0". SUPPORT AND BRACE AS INDICATED ON REFLECTED CEILING PLAN DETAILS. 9 PROVIDE ACCESS PANELS WHERE REQUIRED WHEN CEILING SYSTEM IS SUSPENDED GYP. BOARD. (EXACT LOCATION OF ACCESS PANELS TO BE APPROVED BY OWNER/ ARCHITECT). ALL ACCESS PANELS IN GYPSUM BOARD CEILING TO BE GFRG ACCESS PANELS SIZED AS REQUIRED. "MOONLIGHT MOLDS" OR APPROVED EQUAL. PROVIDE BOTH 24" X 24" & 18" X 18" SIZED OPENING ACCESS PANELS. CONFIRM SIZE AND LOCATION WITH SAA. ACCESS PANELS SHALL BE PROVIDED FOR ELECTRICAL, PLUMBING AND AIR CONDITIONING CONTROLS OR AS REQUIRED BY THE UNIFORM BUILDING CODE, UNIFORM MECHANICAL CODE, NFPA, UPC AND LOCAL CITY CODES. IF LOCATION AND TYPE IS NOT SHOWN ON DRAWINGS, CONFIRM LOCATION AND TYPE WITH SAA PRIOR TO INSTALLATION. 10 RELOCATE/RAISE EXISTING BACK BOXES, CONDUIT, HVAC EQUIPMENT, DEVICES AND ANY OTHER ITEMS THAT WILL NEED UPWARD RELOCATION BASED ON NEW ROOM CEILING HEIGHT. 11 CEILING GRID SYSTEMS WITHIN AREA OF WORK ARE TO BE INSTALLED IN A CONTINUOUS GRID PATTERN SO THAT WHEN A PENETRATING PARTITION IS REMOVED, NECESSARY CEILING REPAIRS WILL RESULT IN A CONSISTENT CEILING GRID. 12 LATERAL BRACING SHALL BE PROVIDED BY WIRES OF MINIMUM 12 GA., SPLAYED IN FOUR DIRECTIONS AND 90 DEGREES APART. CONNECT TO THE MAIN RUNNER WITHIN 12 INCHES OF THE CROSS RUNNER AND TO THE STRUCTURE ABOVE OR TO PARTITION. ATTACH TO WALLS OR BRACE AT AN ANGLE NOT TO EXCEED 45 DEGREES FROM THE PLANE OF THE CEILING. SUPPORT POINTS SHALL BE PLACED 12" O.C. IN EACH DIRECTION WITH THE FIRST POINT WITHIN 4'-0" FROM EACH WALL 13 3403.6 - SUSPENDED CEILING UPGRADE. WHEN AN ADDITION, ALTERATION OR REPAIR IS PERFORMED ON AN OCCUPANCY IN WHICH THERE IS AN EXISTING SUSPENDED CEILING, SUCH SUSPENDED CEILING SHALL BE MODIFIED THROUGHOUT TO COMPLY WITH THE PROVISIONS OF ASTM C 635 AND ASTM C 636. (2022 CBC 808.1.1.1). 14 AT ALL EXISTING CEILINGS TO REMAIN, THE GENERAL CONTRACTOR SHALL PROVIDE ADDITIONAL AND /OR NEW COMPRESSION POST AND LATERAL BRACING OF THE CEILING GRID AT ALL AREAS WHICH ARE NOT IN COMPLIANCE WITH CURRENT CODES. 15 SUSPENSION SYSTEM SHALL BE AS INDICATED IN REFLECTED CEILING PLAN. LIGHT FIXTURES SHALL BE INDEPENDENTLY SUPPORTED AT OPPOSITE CORNERS WITH NO. 12 WIRES. 16 PROVIDE NEW SUSPENDED CEILING TO CONCEAL PIPING, DUCTS, ETC. IN FINISHED ROOMS. IF EXISTING CONDITIONS REQUIRE DEVIATIONS FROM INDICATED CEILING HEIGHTS DUE TO STRUCTURAL OR MECHANICAL REQUIREMENTS, OBTAIN SAA APPROVAL BEFORE INSTALLING CEILING. 17 ALL CEILING FINISHES SHALL BE NON-COMBUSTIBLE OR HAVE A FLAME SPREAD INDEX OF 0 TO 25; SMOKE-DEVELOPED INDEX 0-450. 09 00 00 FINISHES CONTINUED 09 60 00 - FLOORING 1 CONTRACTOR SHALL FURNISH AND INSTALL ALL FLOOR FINISHES AS SPECIFIED ON THE DRAWINGS AND SPECIFICATIONS. 2 CONTRACTOR TO PREP FLOORS FOR NEW FLOOR COVERING, FLOAT FLOORS TO LEVEL SURFACE AS REQUIRED TO ACCEPT NEW FLOOR FINISH MATERIAL. THE GENERAL CONTRACTOR SHALL PATCH ALL CRACKS, HOLES OR OTHER IMPERFECTIONS (PROJECTIONS SHALL BE REMOVED AND PATCHED TO PROVIDE A CONTINUOUS SMOOTH FLOOR SURFACE). FLOOR LEVEL SHALL NOT EXCEED 1/8" IN 10-0" NON-CUMULATIVE. 3 THE GENERAL CONTRACTOR SHALL NOTIFY SAA AFTER FLOOR PATCHING IS COMPLETE AND RECEIVE THEIR REVIEW AND ACCEPTANCE PRIOR TO INSTALLATION OF FINISHED FLOORING. 4 SPACES BEING SURFACED SHALL BE CLOSED TO TRAFFIC AND OTHER WORK DURING THE LAYING OF FLOORING. STONE FLOORS SHALL BE COVERED AFTER INSTALLATION FOR PROTECTION. 5 UPON COMPLETION, ALL WORK SHALL BE CLEANED BY THE CONTRACTOR REMOVING ALL SPOTS OF ADHESIVE AND SURFACE STAINS AND ALL SCRAPS, CARTONS AND CONTAINERS SHALL BE REMOVED FROM THE BUILDING. 6 STONE, WOOD, AND TILE FLOORING CONTRACTORS TO SUBMIT TO SAA ACTUAL DIMENSIONED LAYOUT PLAN FOR APPROVAL PRIOR TO INSTALLATION. 7 THE GENERAL CONTRACTOR TO COORDINATE ALL FLOORING CONTRACTORS INVOLVED TO ASSURE FLUSH INSTALLATION OF ALL VARYING FLOOR MATERIALS USED. ALL TRANSITION METHODS TO BE APPROVED BY SHLEMMER+ALGAZE+ASSOCIATES. 8 CLOSET FLOORS ARE TO HAVE SAME FLOORING AS THE FLOORING IN ADJACENT AREA, UNLESS OTHERWISE NOTED. 9 ALL FINISHES SHALL HAVE A MAXIMUM FLAME SPREAD OF 200 AND A MAXIMUM SMOKE DENSITY OF 450. (2022 CBC 803.1& 803.1.2). 10 CONTRACTOR TO VERIFY AVAILABILITY OF ALL PRODUCTS SPECIFIED AND NOTIFY ARCHITECT IMMEDIATELY IF THERE ARE ANY DISCREPANCIES WITH PROJECT COMPLETION DATE. PRODUCTS MAY REQUIRE A TWO TO SIX WEEK LEAD-TIME. NOTIFY ARCHITECT OF ALL LONG LEAD ITEMS. 11 NO SUBSTITUTIONS OF ANY MATERIAL ALLOWED WITHOUT WRITTEN APPROVAL OF ARCHITECT. 12 PROVIDE APPROPRIATE SEALER ON STONE FLOORING TO ACHIEVE THE SLIP COEFFICIENT REQUIRED BY CODE. OBTAIN ALL TEST RESULTS AND PROVIDE THE ORIGINAL TEST RESULTS TO THE SAA. APPLY SEALER PER MANUFACTURES INSTRUCTIONS. 13 THE GENERAL CONTRACTOR SHALL PROVIDE AS PART OF HIS BID, A SEPARATE UNIT COST FOR EACH FLOORING MATERIAL SPECIFIED FOR THIS PROJECT. REFER TO SHEET A-5.0 FOR FLOORING MATERIALS SPECIFIED. PROVIDE A SEPARATE COST FOR THE INSTALLATION OF THE FLOORING MATERIAL. ANY BID THAT DOES NOT PROVIDE A BREAK DOWN WILL BE CONSIDERED NON-RESPONSIVE AND NOT ACCEPTED. 09 65 00 - RESILIENT FLOORING1 THE GENERAL CONTRACTOR, AFTER PROPOERLY CLEANING THE FLOORING MATERIAL, SHALL GIVE RESILIENT TILE FLOOR TWO (2) APPLICATIONS OF AN APPROVED NON-SLIP WAX WHICH IS TO BE THOROUGHLY MACHINE BUFFED AND LEFT IN CONDITION ENTIRELY SATISFACTORY TO SHLEMMER+ALGAZE+ASSOCIATES. 2 THE GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE PROTECTION FOR ALL RESILIENT FLOORING WORK FOR THE DURATION OF THE CONTRACT, AND REMOVE ALL PROTECTION PRIOR TO PUNCH LIST. 09 65 13 - RESILIENT BASE AND ACCESSORIES 1 RUBBER AND/OR VINYL BASE SHALL IN ALL CONDITIONS MATCH THE COLOR OF ADJACENT WALL U.O.N. GENERAL CONTRACTOR TO CONFIRM WITH SAA EXACT COLOR IF NOT SPECIFIED ON DRAWINGS AND SUBMIT SAMPLE OF COLORED BASE TO SAA FOR APPROVAL PRIOR TO PURCHASE AND INSTALLATION. 2 ALL RESILIENT BASE TO BE AS SPECIFIED ON SHEET A-5.0. ALL MASONRY WALLS AND DRYWALL SHALL HAVE SPECIFIED STRAIGHT VINYL BASE IN CARPETED AREAS AND COVE VINYL BASE IN RESILIENT TILE AREAS UNLESS OTHERWISE NOTED. 3 PROVIDE BLACK RUBBER REDUCER STRIP WHERE CARPET AND VCT TRANSITION OCCURS, UNLESS OTHERWISE NOTED. 09 68 00 - CARPETING1 ALL ROLL CARPETING SHALL BE INSTALLED DIRECT GLUE, U.O.N. 2 ALL CARPET SEAMS ARE TO BE SEALED AS PER CARPET MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. SEAMING DIAGRAMS TO BE APPROVED BY SHLEMMER+ALGAZE+ASSOCIATES BEFORE ORDERING/INSTALLATION OF CARPETING. 3 ALL WORKMANSHIP SHALL BE OF THE HIGHEST QUALITY AND WHEN THE WORK IS COMPLETE, IT SHALL BE FREE FROM BUCKLES, BUBBLES, OPEN JOINTS OR OTHER IMPERFECTIONS. SEAMS SHALL BE KEPT IN ACCURATE ALIGNMENT ALONG BOTH COORDINATES. CARPET TILE HAVING CHIPPED OR ROUNDED CORNERS WILL BE REJECTED AND IF LAID, SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE TILE. 4 CARPET TILE SHALL BE INSTALLED IN A SQUARE PATTERN WITH COURSES PARALLEL TO WALLS, UNLESS OTHERWISE INDICATED ON DRAWINGS. THE ADHESIVE USED FOR CEMENTING TILE SHALL BE APPLIED FAR ENOUGH IN ADVANCE OF THE SETTING TO PERMIT THE ADHESIVE TO REACH ITS INITIAL SET BUT NOT ITS FINAL SET. 5 INSTALL CARPET FROM THE SAME DYE LOT. 6 SUBMIT CARPET FROM ACTUAL CARPET RUNS. APPROVAL IS AT THE DISCRETION OF SAA AND OWNER. 7 CREATE CARPET TO CARPET OR CARPET TO OTHER FLOORING TRANSITIONS BENEATH THE CENTERLINE OF DOOR IN THE CLOSED POSITION. 8 WHERE FLOOR MOUNTED OUTLETS ARE REQUIRED ON CARPETED AREA, CUT THE CARPET IN AN "X" OVER THE HOLE AND CARPET UNDER, THIS ALLOWS CARPET PATCHING WHERE OUTLETS ARE LATER CAPPED. DO NOT TRIM THE CARPET. 9 CARPET CONTRACTOR MUST VERIFY EXISTING FLOOR CONDITIONS PRIOR TO BID AND INSTALLATION. 10 CARPET MUST MEET OR EXCEED CARPET AND RUG INSTITUTE'S GREEN LABEL PLUS TESTING AND PRODUCT REQUIREMENTS. 11 CARPET PAD, IF SPECIFIED, MUST MEET OR EXCEED CARPET AND RUG INSTITUTE'S GREEN LABEL TESTING AND PRODUCT REQUIREMENTS. 12 CARPET ADHESIVES MUST BE LOW VOC AND MUST NOT EXCEED THE VOC CONTENT LIMITS OF SCAQMD RULE #1168 REQUIREMENTS IN EFFECT ON JANUARY 1, 2011. 13 CONTRACTOR SHALL SUBMIT MSDS SHEETS, SIGNED ATTESTATIONS OR OTHER OFFICIAL LITERATURE FROM MANUFACTURER FOR ALL FLOOR FINISH, BASE AND ADHESIVES USED ON THE PROJECT. 09 72 00 - WALLCOVERINGS 1 THE GENERAL CONTRACTOR SHALL INSTALL WALLCOVERINGS IN ACCORDANCE WITH MANUFACTURERS INSTALLATION SPECIFICATIONS, WHERE DESIGNATED. ALL WALLCOVERINGS SHALL BE SMOOTH, WITH NO WRINKLES, BUBBLES OR LOOSE EDGES, ALL PASTE AND BRUSH MARKS SHALL BE THOROUGHLY REMOVED. WALL COVERING ADJOINING WOOD OR METAL TRIM SHALL BE CUT STRAIGHT AND SQUARE. ALL WORKMANSHIP WHICH IS NOT JUDGED TO BE FIRST QUALITY BY SHLEMMER+ALGAZE+ASSOCIATES WILL BE REJECTED. 2 ALL FINISHES SHALL COMPLY TO A MAXIMUM FLAME SPREAD OF 200 AND A MAXIMUM SMOKE DENSITY OF 450. (2022 CBC 803.1 & 803.1.2) 3 ALL DRAPES, HANGING CURTAINS AND OTHER DECORATIVE MATERIALS SHALL BE TREATED AND MAINTAINED IN A FLAME RETARDANT CONDITION. 09 90 00 - PAINTING AND COATING1 UNLESS OTHERWISE SPECIFIED, ALL AREAS ARE TO BE PAINTED IN ACCORDANCE WITH FINISH PLANS. 2 WALLS SHALL INCLUDE SURFACES FROM FLOOR TO CEILING, INCLUDING PILASTERS, FASCIA, JAMBS, DOOR FRAMES, REVEALS, RETURNS, AND ALL VERTICAL SURFACES NOT INCLUDED IN CEILING. 3 PAINT COLORS SHALL BE SPECIFIED BY SHLEMMER+ALGAZE+ASSOCIATES AND THE GENERAL CONTRACTOR SHALL SUBMIT THREE (3) SAMPLES (12" X 12") OF EACH COLOR SPECIFIED FOR REVIEW BY SHLEMMER+ALGAZE+ASSOCIATES. 4 ALL WALLS AND CEILINGS SHALL BE PROPERLY PREPARED, SPACKLE, SANDED, ETC. TO PROVIDE A PERFECTLY SMOOTH FINISH AND SURFACE READY FOR PRIME AND PAINT. 5 ALL EXISTING LOOSE PAINT SHALL BE REMOVED AND SPACKLE OR PLASTER PATCHED. 6 ALL EXISTING UNEVENNESS IN ALL PARTITIONS SHALL BE SANDED OR CHIPPED AWAY AND SURFACES PLASTER-PATCHED OR SPACKLED TO INSURE A PERFECTLY EVEN SURFACE. 7 ALL WOOD SHELVING AND PAINTED DOORS SHALL RECEIVE PRIMING, SANDING AND TWO FULL COATS OF SEMI-GLOSS ENAMEL FREE OF BRUSH MARKS, UNLESS OTHERWISE NOTED. 8 THE CONTRACTOR SHALL REMOVE ALL ELECTRICAL SWITCH PLATES AND OUTLET PLATES, SURFACE HARDWARE, ETC., PRIOR TO PAINTING, PROTECTING AND REPLACING SAME WHEN PAINTING HAS BEEN COMPLETED. HE SHALL REMOVE ALL PAINT FROM WHERE IT HAS SPILLED, SPLASHED OR SPLATTERED ON SURFACES, INCLUDING BUT NOT LIMITED TO LIGHT FIXTURES, DIFFUSERS, REGISTERS AND SLAB FITTINGS, ETC. 9 THE CONTRACTOR SHALL USE A LATEX BASE PAINT IN COLORS AND FINISHES SELECTED BY SHLEMMER+ALGAZE+ASSOCIATES. CONTRACTOR SHALL PROPERLY PREPARE ALL SURFACES TO RECEIVE ONE (1) PRIME COAT AND TWO (2) FINISH COATS OF PAINT IN COLOR SELECTED BY SHLEMMER+ALGAZE+ASSOCIATES. 11 THE CONTRACTOR SHALL EXAMINE ALL AREAS OF CONSTRUCTION AFTER COMPLETION OF WORK BY ALL TRADES (INCLUDING TELEPHONE INSTALLATION, FLOORING, ETC.) AND INDICATE ALL NECESSARY "TOUCH-UP" PAINTING AND/OR PATCHING. 12 IT IS THE INTENT OF THE DRAWINGS THAT ALL EXPOSED SURFACES RECEIVE FINISHES AS INDICATED ON THE DRAWINGS OR IN THE SPECIFICATIONS UNLESS SPECIFICALLY NOTED OTHERWISE. ANY SURFACES WHICH DO NOT HAVE A SPECIFIC FINISH NOTED OR ARE NOTED TO REMAIN UNFINISHED SHALL BE BROUGHT TO THE ATTENTION OF SHLEMMER+ALGAZE+ASSOCIATES AND FINISHED PER SHLEMMER+ALGAZE+ASSOCIATES INSTRUCTION. 13 FINISH FRONT SIDE, BACK SIDE AND DOOR EDGES AT STRIKE SIDE AND HINGE SIDE. LEAVE TOP AND BOTTOM UNPAINTED TO PREVENT WARPING. 14 PAINT ALL METAL ACCESS DOORS AND ACCESS PANELS TO MATCH ADJACENT WALL OR CEILING FINISH. GRAPHICS ON DOOR OR PANEL (IF ANY) ARE TO BE REPAINTED/RE-APPLIED TO MATCH EXISTING, IF APPLICABLE. 15 CLOSET WALL SURFACES ARE TO BE PAINTED TO MATCH THE COLOR OF THE ADJACENT OUTSIDE WALL SURFACES. 16 ALL PAINT SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATION FOR THE PARTICULAR SURFACE. 17 ALL SURFACES SHALL BE PROPERLY PREPARED WITH APPROPRIATE SEALER PRIOR TO INSTALLATION OF WALLCOVERINGS AND INSTALLED PER MANUFACTURER'S RECOMMENDATION. 18 CONTRACTOR TO REFINISH DOORS & FRAMES (REMOVE ALL SCRATCHES AND DINGS) WHEN THEY ARE BEING REUSED. 19 FACTORY PRIMED HOLLOW METAL DOORS AND FRAMES SHALL BE FINISHED WITH TWO COATS OF SEMI-GLOSS PAINT, UNLESS OTHERWISE NOTED. 20 ALL BASE TO BE PAINTED SHALL MATCH ADJACENT WALL U.O.N. SEE FLOOR FINISH PLANS FOR LOCATIONS AND FINISH SCHEDULE FOR SPECIFICATION. 09 00 00 FINISHES 09 22 16.13 - NON-STRUCTURAL METAL STUD FRAMING 1 THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL PARTITIONS DESIGNATED ON SAA DRAWINGS. 2 THE GENERAL CONTRACTOR SHALL PROVIDE ALL WALL TYPE AND WALL RATING MARKINGS ON THE FINISH FLOOR OF ALL PARTITIONS FOR SAA REVIEW. 3 UNLESS OTHERWISE NOTED, ALL DIMENSIONS FOR PARTITIONS ARE FROM FINISH FACE OF NEW WALLS, AND/OR FINISH FACE OF EXISTING WALLS. ALL HEIGHTS ARE FROM THE TOP OF THE FINISHED FLOOR UNLESS OTHERWISE NOTED. 4 WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL HAVE A FLUSH AND SMOOTH TRANSITION WITH BASE BUILDING STRUCTURE UNLESS OTHERWISE NOTED. 08/16/24 ISSUE FOR ENGINEERING 08/29/24 ISSUE FOR PLAN CHECK NELSON
ALGAZE
No. C-21090
REN. 03/31/2025
L ,CENSE' ARC+,7EC7
S7A7E O) CAL , )ORN ,A
81 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 08/06/24 X.X. X.X. 635036 CULV E R C I T Y , C A • I RV INE , C A • LOS ANGE L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. ALISO VIEJO, CA 92656 27141 ALISO CREEK RD. 1ST FLOOR OC-HCA GENERAL NOTES AND SPECIFICATIONS A-0.3AS NOTED 10 00 00 SPECIALITIES 10 44 16 - FIRE EXTINGUISHERS 1 A PORTABLE FIRE EXTINGUISHER WITH A MINIMUM 2A10BC RATING SHALL BE PROVIDED EVERY 75' OF TRAVEL DISTANCE FROM ANY POINT WITHIN THE AREA DEFINED AS SCOPE OF WORK PER THESE PLANS. PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY FIRE DEPARTMENT FIELD INSPECTOR. 12 00 00 FURNISHINGS 12 21 00 - WINDOW BLINDS 1 CONTRACTOR IS TO PROVIDE BUILDING STANDARD BLINDS AT ALL EXTERIOR WINDOWS. CONTRACTOR IS VERIFY THE CONDITION OF THE EXISTING BLINDS PRIOR TO PRICING. PROVIDE A PRICE TO CLEAN ALL BLINDS. CONTRACTOR IS TO SEAL ALL BLINDS TO PREVENT DUST FROM COLLECTING. IF BLINDS ARE IN NEED OF REPLACEMENT OR MISSING PROVIDE A COST FOR NEW IN THESE LOCATIONS. VERIFY CONDITION OF ALL BLINDS AT WINDOWS PRIOR TO PRICING. ANY NEW BLINDS SHALL MATCH EXISTING, VERIFY MANUFACTURER, STYLE, COLOR AND MOUNTING PRIOR TO PRICING. ANY NEW INTERIOR GLAZING IS TO BE PROVIDED WITH NEW BUILDING STANDARD BLINDS TO MATCH EXISTING. 2 REPAIR/REPLACE WINDOW COVERINGS WHERE NECESSARY, SEE SHEET A-5.0 FOR SPECIFICATION 21 00 00 FIRE SUPPRESSION 1 EXISTING FIRE SPRINKLER SYSTEM IS BUILDING STANDARD U.O.N. 2 REWORK FIRE SPRINKLER SYSTEM AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION AND TO COMPLY WITH CURRENT CODE. 3 AT ALL GYPSUM BOARD CEILING AREAS USE FULLY CONCEALED SPRINKLER HEADS, COLOR SHALL BE WHITE. 4 EXTEND/MODIFY FIRE/LIFE SAFETY SYSTEM AS REQUIRED. 5 IT IS INTENDED THAT FIRE SPRINKLER SYSTEM SHALL BE DESIGN/BUILD BY GENERAL CONTRATOR WITH DEFERRED APPROVAL. 6 FIRE SPRINKLER PLANS MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL BY APPROPRIATELY LICENSED CONTRACTOR FOR BUILDING PERMIT ISSUANCE, AND PRIOR TO INSTALLATION OR MODIFICATION OF EXISTING SYSTEM. 22 00 00 PLUMBING1 FURNISH AND INSTALL ALL PLUMBING ROUGH-INS, FIXTURES AND ACCESSORIES SHOWN ON ALL CONSTRUCTION PLANS AND DETAIL DRAWINGS UNLESS OTHERWISE NOTED. 2 THE PLUMBING CONTRACTOR SHALL SUBMIT CUTS OF ALL NEW FIXTURES, FITTINGS AND ACCESSORIES TO SHLEMMER+ALGAZE+ASSOCIATES FOR REVIEW AND APPROVAL. 3 THE PLUMBING CONTRACTOR SHALL COORDINATE AND INSTALL HIS WORK IN ACCORDANCE WITH MANUFACTURERS PUBLISHED SPECIFICATIONS. 4 ALL EXISTING PLUMBING BEING ABANDONED SHALL BE CAPPED BEHIND EXISTING FINISHED SURFACES. EXISTING SURFACES SHALL BE PATCHED TO MATCH EXISTING SURROUNDING SURFACES IN MATERIAL AND FINISH. THE GENERAL CONTRACTOR SHALL ALSO INCLUDE IN HIS BID A COST FOR WORK FOR CEILING REMOVAL AND REINSTALLATION REQUIRED FOR PLUMBING WORK IN CEILING PLENUM OF FLOOR BELOW TO COMPLETE WORK ON FLOOR BEING RENOVATED. 5 THE PLUMBING CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES. 6 FURNISH ALL VALVES AS INDICATED ON THE DRAWINGS OR AS MAY BE REQUIRED FOR THE PROPER CONTROL OF THE VARIOUS APPARATUS AND PIPELINES INSTALLED UNDER THIS SECTION SO THAT ANY FIXTURES PIPE OR APPARATUS MAY BE CUT OFF FOR REPAIR WITHOUT INTERFERENCE OR INTERRUPTION OF THE SERVICE TO THE REST OF THE BUILDING. 7 BEFORE BEING COVERED UP OR BUILT-IN ALL PIPING SHALL BE TESTED AS REQUIRED BY THE AUTHORITIES HAVING JURISDICTION. 8 TOILET FLUSH CONTROLS PROVIDED AND INSTALLED AS PART OF THE WORK 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" ABOVE THE FLOOR. THE FORCE REQUIRED TO ACTIVATE THE CONTROLS SHALL BE NOT GREATER THAN 5 POUNDS. 9 OTHER FLUSH CONTROLS PROVIDED AND INSTALLED AS PART OF THE WORK SHALL BE OPERABLE WITH ONE HAND, AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND SHALL BE MOUNTED NO MORE THAN 44" ABOVE THE FLOOR. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL NOT BE GREATER THAN 5 POUNDS. 10 FAUCET CONTROLS OR OTHER PLUMBING FIXTURE 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 THE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. LEVER OPERATED, PUSH TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. 11 418.5 FLOOR SLOPE. FLOORS SHALL BE SLOPED TO FLOOR DRAINS. 23 00 00 HVAC1 THE HVAC ENGINEER WILL PROVIDE NECESSARY ENGINEERING DRAWINGS TO REWORK ALL EXISTING EQUIPMENT. 2 SUBMIT SHOP DRAWINGS INDICATING ALL NEW WORK AND ALL EXISTING EQUIPMENT TO REMAIN INCLUDING DIFFUSERS, THERMOSTATS AND ANY REQUIRED ACCESS PANELS, TO SHLEMMER+ALGAZE+ASSOCIATES. FOR REVIEW PRIOR TO PROCEEDING WITH FABRICATION AND/OR INSTALLATION OR RELOCATION. 3 THE HVAC CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD SUPERVISION OF ALL THEIR WORK DURING INSTALLATION AND SHALL INSPECT ALL SYSTEMS FOR PROPER OPERATIONS AT COMPLETION OF THE JOB. 4 INTERIOR SPACES SHALL BE MECHANICALLY VENTILATED IN ACCORDANCE WITH THE LOCAL BUILDING CODE. PLANS SHOWING MECHANICAL VENTILATION SYSTEM WILL BE FILED IN ACCORDANCE WITH THE LOCAL BUILDING DEPARTMENT. 5 ANY BUILDING SERVICE SHUT DOWNS REQUIRED FOR THIS WORK SHALL BE REQUIRED IN WRITING BY THE HVAC CONTRACTOR AT LEAST 72 HOURS IN ADVANCE OF THE SHUT DOWN. THE HVAC CONTRACTOR SHALL OBTAIN APPROVAL FROM ALL AUTHORITIES HAVING JURISDICTION PRIOR TO SHUT DOWN. ANY SHUT DOWN AFFECTING THE NORMAL HVAC SERVICE OF OTHER BUILDING OCCUPANTS SHALL BE DONE ON OVERTIME AND OFF HOURS. 6 BALANCING OF ENTIRE SYSTEM SHALL BE DONE BY AN INDEPENDENT AIR BALANCE COMPANY. SUBMIT REPORT TO SHLEMMER+ALGAZE+ASSOCIATES AND BUILDING OWNER. 7 ALL DUCT WORK SHALL BE INSULATED PER CODE REQUIREMENTS FOR THERMAL AND ACOUSTIC CONSIDERATIONS. 8 MECHANICAL VENTILATION IN TOILET ROOM SHALL PROVIDE ONE (1) COMPLETE AIR CHANGE EVERY FIFTEEN (15) MINUTES AND SHALL BE VENTED TO OUTSIDE AIR. 9 ALL NEW MATERIALS REQUIRED SHALL BE EQUAL TO OR BETTER IN QUALITY THAN THE EXISTING. 10 ALL NEW DIFFUSERS SHALL MATCH APPEARANCE OF EXISTING. 11 THE HEATING, VENTILATING, AND AIR CONDITIONING SYSTEMS SHALL ACCOMMODATE THE NEW OCCUPANCY. ALL ROOMS AND AREAS SHALL HAVE SUPPLY AND RETURN AIR. THERMOSTATS SHALL HAVE AUTOMATIC CHANGEOVER FEATURE, (NO MANUAL SWITCHING FROM HEATING TO COOLING CYCLES), WITH METAL, NON VISUAL TAMPER PROOF COVERS. 12 PRIOR TO INSTALLATION, HVAC ZONES AND T-STAT LOCATIONS SHALL BE APPROVED BY TENANT & COORDINATED WITH FURNITURE PLANS AND WALL FINISH LOCATIONS. 13 CONTRACTOR TO VERIFY WITH ARCHITECT IF LINEAR DIFFUSER IS REQUIRED WHERE CEILING SYSTEM IS GYP. BOARD. 14 REWORK ALL EXISTSING HVAC SYSTEM TO ACCOMMODATE NEW CONSTGRUCTION. 15 FIRE DAMPERS OR DOORS SHALL BE PROVIDED WHERE AIR DUCTS PENETRATE FIRE RATED WALLS OR CEILING AS PER 2022 CBC SECTION 716. SMOKE DAMPERS SHALL BE PROVIDED WHERE AIR DUCTS PENETRATE FIRE RATED WALLS OR CEILING AS PER 2022 CBC SECTION 716. 16 THE GENERAL CONTRACTOR SHALL SUPPLY ALL RETURN AIR OPENINGS IN SLAB TO SLAB PARTITIONS ABOVE HUNG CEILINGS TO MATCH AREA CALCULATIONS REQUIREMENTS AS SHOWN ON ENGINEERING DRAWINGS. ALL OPENINGS IN DEMISING AND SOUND ATTENUATED WALLS TO HAVE SOUND BOOTS. 17 DESIGN/BUILD DOCUMENTS SHALL COORDINATE EXISTING DIFFUSER AND SPRINKLER HEAD LOCATIONS. CONTRACTOR TO RELOCATE DIFFUSERS AND/OR SPRINKLER HEADS AS REQUIRED BY BUILDING CODE. CONTRACTOR TO PROVIDE LOCATION LAYOUT TO SAA PRIOR TO INSTALLATION. 26 00 00 ELECTRICAL1 THE CONTRACTOR SHALL COORDINATE ALL ELECTRICAL WORK WITH MANUFACTURERS SPECIFICATIONS. 2 THE WORK SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE NATIONAL BOARD OF FIRE UNDERWRITERS, PUBLIC UTILITIES COMPANY, TELEPHONE COMPANY AND ALL OTHER AUTHORITIES HAVING JURISDICTION. 3 ALL NEW MATERIALS SPECIFIED SHALL COMPLY WITH THE STANDARDS OF THE UNDERWRITERS LABORATORIES, INC. IN EVERY CASE WHERE SUCH A PARTICULAR TYPE OF MATERIAL IS SPECIFIED, UNLESS OTHERWISE NOTED. 4 VERIFY LOCATION OF FLOOR MONUMENT CORES WITH SAA IN THE FIELD PRIOR TO THE START OF ANY CORING.REFER ALSO TO SECTION 01 73 29 - CUTTING AND PATCHING. (COORDINATE CORE LOCATION WITH MILLWORK AND FURNITURE LAYOUT). PROVIDE CONDUIT DISTRIBUTION FROM CORES TO WALL STUB-UPS. PROVIDE FIRE SAFING AND SMOKE SEALANT AT FLOOR PENETRATIONS AS REQUIRED. 5 PROVIDE FIRE CAULKING AND OR ACOUSTICAL CAULKING AT OUTLETS AT ACOUSTICAL AND FIRE RATED PARTITIONS. TYPICAL DIMENSION RANGE GIVEN AT ALL PRIVATE OFFICES IS A GENERAL GUIDELINE. OUTLETS ON EITHER SIDE OF THE WALL SHOULD SHIFT, 6" TO 12" IN OPPOSITE DIRECTIONS. 6 NO "BACK-TO-BACK" OUTLETS ARE PERMITTED WITHIN A WALL. OUTLETS MUST BE STAGGERED IN LOCATION AND INSTALLED IN SEPARATE STUD CAVITIES. 7 REFER TO DETAIL ON SHEET A-0.1 FOR TYPICAL INSTALLATION HEIGHT OF ALL WALL MOUNTED DEVICES, SWITCHES, OUTLETS, AND THERMOSTATS. LOCATE TOP OF THERMOSTATS, PULL BOXES, CONTROL DEVICES AND SWITCHES/DIMMERS AT A MAXIMUM OF 48" ABOVE FINISHED FLOOR TO TOP OF OUTLET BOX. WHERE SWITCHES/DIMMERS ARE GANGED TOGETHER, PROVIDE A SINGLE PIECE COVERPLATE 8 THE ELECTRICAL CONTRACTOR SHALL SUBMIT CUTDHEETS OF ALL FIXTURES AS DIRECTED. 9 THE ELECTRICAL CONTRACTOR SHALL COORDINATE ANY ELECTRICAL OR LIGHTING INSTALLATION INTO THE CABINET WORK WITH THE CABINET CONTRACTOR AS REQUIRED. 26 00 00 ELECTRICAL CONTINUED 10 THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL TEMPORARY LIGHTING AND ELECTRICAL SERVICE FOR ALL TRADES AS REQUIRED. 11 ALL ELECTRICAL, TELEPHONE RECEPTACLES AND LIGHT FIXTURES SHALL BE LOCATED AS DIMENSIONED ON SAA PLANS. 12 ALL NEW OUTLETS ON COLUMNS WILL BE CENTERED ON FACE SHOWN, UNLESS OTHERWISE NOTED. 13 POWER AND TELEPHONE OUTLETS SHOWN ON PLANS ARE NOT INCLUSIVE OF ALL OUTLETS REQUIRED BY OWNER. CONTRACTOR SHALL VERIFY WITH OWNER ALL REQUIRED OUTLETS PRIOR TO COMPLETING WALL CONSTRUCTION. 14 THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL POWER WIRING. ALL ELECTRICAL WIRING SHALL BE PLACED IN CONDUIT. 15 UNLESS OTHERWISE NOTED, ALL OUTLETS SIDE BY SIDE SHALL BE 6" FROM CENTER OF PLATE WITH POSITIONING DIMENSIONS CENTERED BETWEEN. 16 ALL ELECTRICAL AND TELEPHONE WIRING CONDUIT SHALL BE CONCEALED IN PARTITIONS AND/OR CEILING. 17 THE ELECTRICAL AND/OR GENERAL CONTRACTOR SHALL PROVIDE ALL CUTTING AND PATCHING OF ALL CHASES IN FLOORS, WALLS, AND CEILINGS, AS REQUIRED. 18 PROVIDE NEW BLANK COVER PLATES FOR ABANDONED OUTLET LOCATIONS. 19 CONVENIENCE RECEPTACLES SHALL BE DUPLEX TYPE RATED 15 AMP, 125 V., GROUNDED TYP., UNLESS OTHERWISE NOTED. 20 THE ELECTRICAL CONTRACTOR WILL COORDINATE HIS WORK WITH THE AIR CONDITIONING ENGINEER AND CONTRACTOR PRIOR TO EXECUTING HIS WORK. 21 AS IT RELATES TO THIS SET OF DOCUMENTS A DEDICATED CIRCUIT (DC) SHALL BE A SINGLE CIRCUIT WITH MULTIPLE OUTLETS DEDICATED TO A SPECIFIC EQUIPMENT USAGE. 22 ELECTRICAL CONTRACTOR TO FIELD VERIFY THAT ALL CIRCUITS AT THE MAIN PANEL ARE ADEQUATE FOR NEW REQUIREMENTS, AND SHALL INSTALL NEW CONDUIT, CIRCUITS, AND PANELS IF REQUIRED. 23 ALL EXPOSED ELECTRICAL DEVICES, I.E. SWITCHES, STROBES, OUTLETS, WALL TELEPHONE MOUNTS, ETC. AND ALL COVERPLATES TO MATCH "BLDG. STD.". 24 GENERAL CONTRACTOR IS TO VERIFY THE POWER REQUIREMENT AND CIRCUITING OF ANY SPECIALTY EQUIPMENT DURING ROUGH IN ELECTRICAL TO INSURE THE PROPER VOLTAGE AND CIRCUIT CONFIGURATION. 25 GENERAL CONTRACTOR IS TO HAVE FURNITURE VENDOR APPROVE ALL POWER AND TELEPHONE FEEDS FOR WORKSTATIONS PRIOR TO INSTALLATION. G.C. IS TO HAVE FURNITURE VENDOR APPROVE ALL ELECTRICAL AND DATA IN PRIVATE OFFICES PRIOR TO INSTALLATION. 26 FURNITURE VENDOR FOR EITHER WORKSTATIONS OR CASEWORK SHALL FIELD VERIFY LAYOUT TO VERIFY CLEAR DIMENSIONS REQUIRED FOR FURNITURE PRIOR TO ORDERING FURNITURE. DO NOT SCALE THE DRAWINGS. 27 CONTRACTOR MUST COORDINATE ALL ELECTRICAL OUTLETS FOR FURNITURE WITH FURNITURE CONTRACTOR BEFORE PLACEMENT IN FIELD. 28 CONTRACTOR SHALL PROVIDE ELECTRICAL DRAWINGS STAMPED AND SIGNED BY LICENSED ENGINEER. PROVIDE COMPLETE WORKING DRAWINGS, CALCULATIONS AND DESCRIPTIVE DATA AS REQUIRED TO OBTAIN PERMITS FOR TENANT ELECTRICAL WORK. (DOES NOT ALWAYS APPLY) 29 LABEL ALL JUNCTION BOXES WITH CIRCUITS. LABEL PANEL WITH PREPRINTED TYPEWRITTEN PANEL SCHEDULE. 30 ALL CONDUIT SHALL BE EMT OR FLEX, NO BX OR PREWIRED CABLE ALLOWED. 31 ALL ELECTRICAL OUTLETS TO BE 120V. SINGLE PHASE AND MINIMUM 15 AMPS 3-WIRE GROUNDED WITH 1/2" CONDUIT. (UNLESS OTHERWISE NOTED) 32 PROVIDE SUPPORT FOR ALL CONDUITS ABOVE THE CEILING AS REQUIRED PER CODE. 33 ENSURE THAT ROOM SEPARATION OF LIGHTING IS MAINTAINED BY PROVIDING SWITCHING REQUIRED TO ACCOMPLISH THIS. 34 ELECTRICAL ENGINEER WILL BE RESPONSIBLE FOR EMERGENCY LIGHTING CALCULATIONS AND SPECS. 35 IF LIGHT FIXTURES ARE TO BE REUSED/RELOCATED, CONTRACTOR SHALL CLEAN & RE-LAMP TO MATCH. ALL LIGHTS AND FIXTURES OF THE SAME TYPE (NEW AND EXISTING) SHALL HAVE MATCHING LAMPS. 36 ALL SWITCHING AND LIGHTING LAYOUTS SHALL COMPLY WITH TITLE 24. 37 VERIFY QUANTITY OF LIGHT FIXTURES BETWEEN ARCHITECTURAL DRAWINGS AND ENGINEERING DRAWINGS. IF QUANTITY IS DIFFERENT NOTIFY ARCHITECT DURING BIDDING. 26 52 00 - SAFETY LIGHTING 1 GENERAL CONTRACTOR SHALL PROVIDE AN EMERGENCY EXIT AND EXIT LIGHTING SYSTEM AS REQUIRED BY GOVERNING JURISDICTIONS. 2 GENERAL CONTRACTOR TO PROVIDE EXIT SIGNS READILY VISIBLE TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL. EXIT SIGNS SHALL BE PROPERLY ILLUMINATED. (2022 CBC 1013.5 AND 1013.6) ALL EXIT SIGN GRAPHICS, ILLUMINATION, AND POWER SOURCE MUST COMPLY WITH (2022 CBC 1013.5 AND 1013.6) 3 CONTRACTOR MUST COMPLY WITH (2022 CBC 1013.5 AND 1013.6) FOR THE EXIT SIGN GRAPHIC, ILLUMINATION, AND POWER SOURCE. 4 THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE (11-LUX) AT THE WALKING SURFACE LEVEL. (2022 CBC 1008.1, 1008.2) 5 EXIT ILLUMINATION SHALL COMPLY WITH 2022 CBC SECTION 1008 AND 1013. 6 EXIT SIGNS SHALL BE INSTALLED AT REQUIRED EXIT DOORWAYS AND WHERE OTHERWISE NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS WHEN THE EXIT SERVES AN OCCUPANT LOAD OF 50 OR MORE. EXCEPTION: MAIN EXTERIOR EXIT DOORS WHICH OBVIOUSLY AND CLEARLY ARE IDENTIFIABLE AS EXITS NEED NOT BE SIGNED WHEN APPROVED BY THE BUILDING OFFICIAL. 7 WHEN NECESSARY, THE FINAL LOCATION AND QUANTITY OF EXIT SIGNS SHALL BE DETERMINED BY THE FIRE DEPARTMENT PRIOR TO CONSTRUCTION OF ANY WORK. 8 THE COLOR AND DESIGN OF LETTERING, ARROWS AND OTHER SYMBOLS ON EXIT SIGN SHALL BE IN HIGH CONTRAST WITH THEIR BACKGROUND (3/4" X 6" LETTERS MIN.) 27 00 00 COMMUNICATIONS1 ALL FIXTURES PROVIDED FOR DATA CABLING SHALL COMPLY WITH DATA CONSULTANT'S PERFORMANCE CRITERIA. (EG: CAT5, ECAT5, CAT6...) 2 ALL FIRE PREVENTION WIRING IS TO BE PLACED IN CONDUIT. 3 FIRE RATED TEFLON PLENUM CABLES SHALL BE USED FOR TELEPHONE AND ANY LOW-VOLTAGE CIRCUITS NOT IN CONDUIT. 4 PROVIDE TELEPHONE OUTLET BOXES (WHERE SHOWN ON "ELECTRICAL/ TELEPHONE PLAN") AND ALL NECESSARY CONDUIT RUNS TO TELEPHONE EQUIPMENT AS REQUIRED. 5 ALL TELEPHONE WIRING CONDUIT SHALL BE CONCEALED IN PARTITIONS AND/OR CEILING. 6 PROVIDE CONDUIT FROM SERVER ROOM TO CEILING FOR HORIZONTAL CABLE DISTRIBUTION. DATA VENDOR TO CONFIRM SIZE AND QUANTITY OF CONDUITS. 7 CONTRACTOR TO COORDINATE TELEPHONE/ DATA CONDUIT SIZE REQUIREMENTS WITH CLIENTS TELEPHONE/ DATA VENDOR. 8 CONTRACTOR TO PROVIDE CONDUIT AND NECESSARY CONNECTIONS BETWEEN TENANT'S TELEPHONE EQUIPMENT AND BUILDING MAIN TELEPHONE CLOSET. SIZE AS REQUIRED BY TENANT VENDOR. 28 46 00 FIRE DETECTION AND ALARM1 SMOKE DETECTORS SHALL BE INSTALLED IN TENANT SPACE BY LICENSED ALARM SYSTEMS CONTRACTOR, WORK SHALL BE CONNECTED TO EXISTING BUILDING SYSTEM. 2 REWORK FIRE/LIFE SAFETY SYSTEM AS REQUIRED TO COMPLY WITH CURRENT CODE. 3 PROVIDE EMERGENCY NOTIFICATION SYSTEM FOR THE HEARING AND VISUAL IMPAIRED PER A.D.A. REQUIREMENTS AND 2022 CBC 11B-215. CONSTRUCTION SPECIFICATIONS 1. GARBAGE DISPOSAL, REFER TO SPECIFICATION BELOW: MANF..: INSINKERATOR MODEL: BADGER - CONTINUOUS FEED HP: 3/4 POWER: 120 VOLTS, 60 HERTZ, 9.5 AMP NOTE #1: SWITCH AT WALL. NOTE #2: POWER CONNECTION: LINE CORD. 2. FULL SIZE REFRIGERATOR, REFER TO SPECIFICATION BELOW: MANF.: FISHER & PAYKEL MODEL: 21.7 CU. FT. FREESTANDING REFRIGERATOR WITH BOTTOM FREEZER, 32:, 17.1 CU FT ICE NUMBER: RF170WDRJXS (RIGHT HINGE) NUMBER: RF170WDLIXS (LEFT HINGE) POWER: STANDARD 120 VOLT DUPLEX, 60HZ., 15A SIZE: 67-1/2" HIGH, 31-3/32" DEEP, 27-3/8" WIDE NOTE #1: FACTORY INSTALLED ICE MAKER, PROVIDE WATER LINE FOR ICEMAKER. NOTE #2: GLASS SHELVES 3 DISHWASHER, REFER TO SPECIFICATION BELOW: MANF.: ASKO 24" DISHWASHER MODEL: 30 SERIES - DB1663THS - TUBULAR HANDLE SIZE: 23-7/8"W X 22"D X 32-3/4" (SEE NOTE FOR ADA) COLOR: STAINLESS STEEL POWER: 115 VAC, 60HZ NOTE #1: PER MANUFACTURER: CAN BE REDUCED TO 32-1/4" BY REMOVING TOP TRIM AND LOWER SIDE TRIM. 4. MICROWAVE OVEN, REFER TO SPECIFICATION BELOW: MANF.: GENERAL ELECTRIC PROFILE SERIES MODEL: PES7227SLSS DESCRIPTION: 2.2 CU. FT. COUNTERTOP SENSOR MICROWAVE OVEN SIZE: 24-1/8" WIDE, 14" HIGH, 19-3/4" DEEP COLOR: STAINLESS STEEL POWER: 120 VOLTS, 60HZ, 13.9 AMPS 5. UNDER COUNTER ADA REFRIGERATOR, REFER TO SPECIFICATION BELOW: MANF..: ACCUCOLD MODEL: FF67SSHHADA SIZE: 32" HIGH X 23-3/4" WIDE X 23-1/2" DEEP COLOR: STAINLESS STEEL POWER: STANDARD 120 VOLT DUPLEX NOTE: PROVIDE LOCK AT REFRIGERATOR LOCATION: MED ROOM #144 & TREATMENT ROOM #167 6. UNDER COUNTER ADA REFRIGERATOR, REFER TO SPECIFICATION BELOW: MANF..: PERLICK MODEL: 24" ADA COMPLIANT SERIES HB24RS FINISH: STAINLESS STEEL POWER: 120 VAC/60 HZ/1 PH SIZE: 32-1/8" HIGH X 24" WIDE X 24" DEEP NOTE : 24" FULL LENGTH STAINLESS STEEL VERTICAL PULL LOCATION: MOTHER'S ROOMS 7. TOP LOAD WASHER AND ELECTRIC DRYER, REFER TO SPECIFICATION BELOW: MANF.: SPEED QUEEN MODEL: 26 INCH TOP LOAD WASHER TR3003WN 27 INCH ELECTRIC DRYER DR300WE POWER: WASHER : 120 V, 15A, 60 HZ DRYER : 240 V, 30A, SIZE: WASHER: 42-3/4" H X 28" D X 25-5/8" W DRYER: 42-3/4" H X 28" D X 26-7/8" W NOTE #1: PROVIDE FLEXIBLE METAL VENT KIT. REFER TO ENGINEERING DRAWINGS FOR VENT REQUIREMENTS. EQUIPMENT SPECIFICATIONS 1. SEMI-RECESSED FIRE EXTINGUISHER CABINET, REFER TO SPECIFICATION BELOW: MANF.: POTTER-ROEMER NAME: 1700 SERIES MODEL: 1734-DVL-RR (3" ROLLED EDGES) (NON RATED) SIZE: 11-3/4" WIDE x 26-3/4" HIGH x 6" DEEP MODEL: FRC1734-DVL-RR (ROLLED EDGES) (RATED) SIZE: 11-3/4" WIDE X 26-3/4" HIGH x 6-7/8" DEEP PAINT EXTERIOR TO MATCH ADJACENT WALL. FIN.: INTERIOR OF CABINET IS TO REMAIN STANDARD WHITE FINISH. MT. HT.: TOP OF CABINET AT 50 1/2" A.F.F. NOTE 1: USE SEMI-RECESSED STYLE WALL MOUNT. NOTE 2: AT FIRE RATED CONDITION A MINIMUM OF 3-5/8" STUDS MUST BE USED. NOTE 3: PROVIDE CABINET LETTERS 1961. NOTE 4: REFER TO DETAIL 9/A-30.0. NOTE 5: PROVIDE WITH EXTINGUISHER 3006, 3010, 3306, 3310 AND 3405. 2. SINGLE COMPARTMENT SINK, REFER TO SPECIFICATION BELOW: MANF.: JUST NAME: ADA COMPLIANT UNDERMOUNT MODEL: US-ADA-1830-A-18GA. (DRAIN LOCATION CENTER REAR) SIZE: 16" LONG X 28" WIDE X 5" DEEP - VERIFY ADA CLEARANCES BEFORE ORDERING FIN.: 18 GA. TYPE 304 18-8 STAINLESS STEEL. UNDERSIDE IS FULLY UNDERCOATED. NOTE #1: ONE (1) FAUCET HOLES FURNISHED, U.O.N., NOTE #2: LEVER FAUCET TO BE: MANF..: KOHLER FAUCETS MODEL: CRUE K-22974 DESCRIPTION: TOUCH LESS PULL-DOWN SINGLE-HANDLE KITCHEN FAUCET SIZE: 17-3/16" HIGH, 4-3/16" WIDE, 8-9/16" DEEP FINISH: POLISHED CHROME (CP) POWER: 120 V AC REQUIRED 3. BOTTLE FILLER, REFER TO SPECIFICATION BELOW: MANF.: MURDOCK NAME: REFRIGERATED SURFACE MOUNT SENSOR OPERATED BOTTLE FILLER MODEL: BF168 SERIES SIZE: 53" HIGH X 23-3/4" WIDE X 19" OVERALL DEPTH NOTE #1: PROVIDE WATER CONNECTION AND POWER PER MANUFACTURER SPECS. NOTE #2: PROVIDE WATER FILTRATION PER MANUFACTURER SPECS. 4. DOUBLE COMPARTMENT SINK, REFER TO SPECIFICATION BELOW: MANF..: ELKAY NAME: DOUBLE BOWL LUSTERTONE UNDERMOUNT ADA SINK WITH PERFECT DRAIN MODEL: ELUHAD311850PD (DRAIN LOCATION AT REAR) SIZE: 30-3/4" LONG X 18-1/2" WIDE X 4-7/8" DEEP FIN.: STAINLESS STEEL NOTE #1: FAUCET HOLES PER FAUCET SPECS. NOTE #2: LEVER FAUCET TO BE: MANF..: KOHLER FAUCETS MODEL: CRUE K-22974 DESCRIPTION: TOUCH LESS PULL-DOWN SINGLE-HANDLE KITCHEN FAUCET SIZE: 17-3/16" HIGH, 4-3/16" WIDE, 8-9/16" DEEP FINISH: POLISHED CHROME (CP) POWER: 120 V AC REQUIRED 5. SINGLE COMPARTMENT SINK AT MOTHER'S ROOM MANF..: JUST NAME: ADA COMPLIANT UNDERMOUNT MODEL: US-ADA-1618A-A-18GA. (DRAIN LOCATION CENTER REAR) SIZE: 16" LONG X 18" WIDE X 5" DEEP FIN: 18 GA. TYPE 304 18-8 STAINLESS STEEL. UNDERSIDE IS FULLY UNDERCOATED. NOTE #1: LEVER FAUCET TO BE: MANF..: ELKAY MODEL: LK721C DESCRIPTION: ELKAY COMMERCIAL ELECTRONIC SENSOR SCRUB/HANDWASH POWERED DECK MOUNT FAUCET FINISH: CHROME FINISH LOCATION: MOTHER'S ROOM ONLY. NOTE: PROVIDE AC PLUG IN ADAPTOR. 08/16/24 ISSUE FOR ENGINEERING 08/29/24 ISSUE FOR PLAN CHECK NELSON
ALGAZE
No. C-21090
REN. 03/31/2025
L ,CENSE' ARC+,7EC7
S7A7E O) CAL , )ORN ,A
82 XX 27131 27141 27121 8- 19- END OF STALL (CURB, STRIPING, ETC.) NO PARKING 12- ALIGN 18'-0" MIN. ACCESSIBLE STALL 5'-0" MIN. STD., LOCATED ON EITHER SIDE OF ACCESSIBLE STALL (OR 8'-0" MIN. VAN ACCESSIBLE, LOCATED ON THE PASSENGER SIDE) ℄ REF. PLAN MIN. WIDTH PER MUNICIPAL CODE REF. PLAN MIN. LENGTH PER MUNICIPAL CODE CONCRETE WHEEL STOP AS NEEDED TO PREVENT ENCROACHMENT OF CARS INTO THE ACCESSIBLE PATH OF TRAVEL 16- ACCESS AISLE MARKED WITH A 4" WIDE BORDERLINE PAINTED BLUE, AND INTERIOR MARKED WITH 4" WIDE HATCH LINES 36" O.C. MAX. PAINTED A COLOR CONTRASTING THAT OF THE AISLE SURFACE (PREFERABLY BLUE OR WHITE) CBC 2022 SEC. 11B-502.3.3. 36" O.C. MAX. THE WORDS "NO PARKING" WITHIN THE ACCESS AISLE IN 12" HIGH MIN. LETTERING. ℄ 24" EQ. ℄ EQ. ℄ ℄ 9'-0" MIN. ACCESSIBLE STALL ADDITIONAL NOTES: 1. THE SURFACE OF ALL ACCESSIBLE PARKING STALLS & ACCESS AISLES MUST BE STABLE, FIRM, AND SLIP-RESISTANT WITH NO MORE THAN 2.0% MAX SLOPE IN ANY DIRECTION. 2. EACH ACCESS AISLE MUST CONNECT TO AN ACCESSIBLE ROUTE OF TRAVEL AND ACCESSIBLE PARKING MUST BE ARRANGED SO THAT PERSONS USING THEM ARE NOT REQUIRED TO TRAVEL BEHIND PARKED VEHICLES OTHER THAN THEIR OWN. 1'-0" 60" A.F.F. MIN. MEASURED TO
THE BOTTOM OF THE SIGN(S)
(80" A.F.F. MIN. IF LOCATED WITHIN A CIRCULATION PATH). EQUAL FOR ALL STALL SIGNS 2'-0" 1'-0" 4" 2'-6" 1'-8" 2" X 3" X 3/16" GALV. STEEL TUBE AND PAINTED, CAP TUBE END. 12" X 24 REFLECTORIZED SIGN. WHEEL CHAIR SHALL BE WHITE ON BLUE BACKGROUND WITH "MINIMUM FINE $250" 1'-5" 7" COLOR: BORDER & LEGEND - WHITE (RETROREFLECTIVE) BACKGROUND - BLUE (RETROREFLECTIVE) FED-STD 595 COLOR FS 15090 20- NOTE: PROVIDE THE WORDS "VAN ACCESSIBLE" BELOW THE ISA WHERE OCCURS. ALTERNATIVELY AN ADDITIONAL VAN ACCESSIBLE SIGN MAY BE ADDED BELOW. CONCRETE FOOTING FINSH GRADE / PAVEMENT 1'-0" 1'-0" 1 1/4" 8" 1/2" 3" 3/4" 3" 1/2" 3/4" 2" 2" 1 1/4" 2'-0" 1" 8" 1/2" 3" 1" 3" 1 1/2" 2" 1" 2" 2" 2" 1'-6" 9" R99B (CA) R99C (CA) R99 (CA) COLOR: BORDER & LEGEND - WHITE (RETROREFLECTIVE) BACKGROUND - BLUE (RETROREFLECTIVE) FED-STD 595 COLOR FS 15090OR 6" R7-8B (CA) 60" A.F.F. MIN. MEASURED TO THE BOTTOM OF THE SIGN(S) (80" A.F.F. MIN. IF LOCATED WITHIN A CIRCULATION PATH). EQUAL FOR ALL STALL SIGNS NOTE: PROVIDE THE WORDS "VAN ACCESSIBLE" BELOW THE ISA WHERE OCCURS. ALTERNATIVELY AN ADDITIONAL VAN ACCESSIBLE SIGN MAY BE ADDED BELOW. 70 SQUARE INCHES MINIMUM 6" 8"1'-0" 24" OR AS OTHERWISE REQUIRED TO PREVENT ENCROACHMENT OF VEHICLES INTO THE REQUIRED PATH OF TRAVEL (OR AS OTHERWISE PRESCRIBED BY THE AUTHORITY HAVING JURISDICTION) PARKING STALL PRE-CAST CONC. WHEEL STOP CONCRETE OR A.C. PAVING NO. 4 REBAR NOTE: USE 6'-0" LONG WHEEL STOP AT DOUBLE STALL CONDITIONS CENTERED ON STRIPING USE 4'-0" LONG WHEEL STOP AT SINGLE STALL CONDITIONS 1'-0" FROM CENTERLINE OF STRIPING ACCESSIBLE PARKING STALL EMBLEM MIN. 36"X36" BORDER PAINTED WHITE, INTERNATIONAL SYMBOL OF ACCESSIBILITY PAINTED WHITE, BACKGROUND PAINTED BLUE PER CBC 2022 SEC. 11B-703.7.2.1. 36" 36" 3" 3" 3" 14" 2" 3" 5 5/8"
5" 5" 2" 3" 7" 12 1/2" 2" 2" 2" R8 1/4" 73º 2" THE WORDS "NO PARKING" SHALL BE PROVIDED WITHIN THE ACCESS AISLE PAINTED IN WHITE LETTERS NO LESS THAN 12 INCHES HIGH AND LOCATED TO BE VISIBLE FROM THE ADJACENT VEHICULAR WAY. CBC 2022 SEC. 11B-502.3.3. 1'-0" 4" 1'-0" 1 1/2" 2"
MOUNTING HEIGHT. CL. BLANK SPACES TO BE FILLED IN WITH APPROPRIATE INFORMATION AS A PERMANENT PART OF THE SIGN. VERIFY LOCATION AND PHONE NUMBER WITH OWNER PRIOR TO FABRICATION. LETTERING TO BE HELVETICA MEDIUM (UPPER CASE) 1" MIN. HEIGHT 12 GA. GALV. SHEET METAL (NOT ROLLED) 17" MIN. 22" MIN. 3'-6" TOW-AWAY SIGN TO BE POSTED EITHER: 1. IN A CONSPICUOUS PLACE AT EACH ENTRANCE TO AN OFF-STREET PARKING FACILITY. 2. IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH PARKING SPACE. (a) TYPICAL PLAN (b) TYPICAL SECTION A-A
0.2" TITLE 24 ACCESSIBILITY COMPLIANT TRUNCATED DOME/DETECTABLE WARNING SYSTEM. TACTILE PANELS TO BE: DURABLE FOR MEDIUM TRAFFIC AND HIGH IMPACT RESISTANCE, TO BE FEDERAL APPROVED COLOR STANDARD YELLOW, SLIP RESISTANCE, AND DESIGNED FOR VISUALLY IMPAIRED TO FEEL THE RAISED TRUNCATED DOMES WITH THEIR FEET IN COMBINATION WITH THE TAPPING CANE. TACTILE PANELS TO BE SURFACE-APPLIED TO EXISTING PARKING SURFACE AND CURB RAMP. CAULK ALL AROUND ENTIRE INSTALLATION OF BEVELED TACTILE PANEL EDGES. GENERAL CONTRACTOR TO ENSURE THE CHANGE IN LEVEL OF TACTILE PANEL EDGES TO EXISTING SURFACE DO NOT EXCEED 1/4" HEIGHT MAX. OR 1/2” HEIGHT MAX. WITH BEVEL. A A 2.3"-2.4" NOMINAL 0.9" AT BASE 0.45" AT TOP
2.3"-2.4" NOMINAL TRUNCATED DOMES/ DETECTABLE WARNING SYSTEM Ø0.45-0.47" Ø0.9-0.92" 48" MIN. TOP LANDING (a) PERPENDICULAR CURB RAMP (b) PARALLEL CURB RAMP 2.0% MAX 2.0% MAX. 2.0% MAX 8.3% MAX. 10.0% MAX 10.0% MAX 2.0% MAX. 5.0% MAX. 5.0% MAX. SLOPE OF ADJOINING GUTTER OR ROADWAY 2.0% MAX 2.0% MAX. 8.3% MAX 48" MIN. TURNING SPACE 48" MIN. TURNING SPACE TOP LANDING AT LEAST AS WIDE AS RAMP WIDTH NOTES: 1. CURB RAMPS MAY BE PERPENDICULAR, PARALLEL, OR A COMBINATION OF PERPENDICULAR AND PARALLEL. 2. CURB RAMPS (AND FLARED SIDES) MAY NOT PROJECT INTO VEHICULAR TRAFFIC LANES, PARKING SPACES, OR PARKING ACCESS AISLES. CURB RAMPS MARKED AT CROSSINGS MUST BE WHOLLY CONTAINED WITHIN MARKINGS (EXCLUDING FLARED SIDES). 3. CURB RAMPS MUST BE 48" MINIMUM WIDE EXCLUDING ANY FLARED SIDES. 4. GRADE BREAKS AT THE TOP AND BOTTOM OF CURB RAMPS MUST BE PERPENDICULAR TO THE RAMP AND FLUSH. SUCH GRADE BREAKS ARE PROHIBITED ON THE RAMP SURFACE. 5. DETECTABLE WARNINGS MUST EXTEND THE FULL WIDTH OF THE CURB RAMP (FOR PERPENDICULAR CURB RAMPS) OR TURNING SPACE (FOR PARALLEL CURB RAMPS) TO WITHIN 2" ON EITHER SIDE. 6. FOR PARALLEL CURB RAMPS, A MINIMUM OF 36" OF THE REQUIRED TURNING SPACE MUST BE PROVIDED BEYOND AND FREE OF ANY DETECTABLE WARNINGS EXCEPT AS FOLLOWS: · IF TECHNICALLY INFEASIBLE TO PROVIDE A 72" WIDE TURNING SPACE THE DEPTH OF DETECTABLE WARNINGS MAY BE REDUCED TO 24" MIN. · EXISTING PARALLEL CURB RAMPS PERMITTED OR INSTALLED PRIOR TO JULY 1, 2021 AND CONFORMING TO THE APPLICABLE CODE AT THE TIME OF INSTALLATION ARE EXEMPT FROM THIS REQUIREMENT. GUTTER 48" MIN. WIDTH 36" MIN. DETECTABLE WARNING TO EXTEND THE FULL WIDTH OF THE CURB RAMP UP TO WITHIN 2" MAX ON EITHER SIDE 48" MIN. WIDTH TOP LANDING AT LEAST AS WIDE AS RAMP WIDTH 48" MIN. TOP LANDING GUTTER DETECTABLE WARNING TO EXTEND THE FULL WIDTH OF THE CURB RAMP UP TO WITHIN 2" MAX ON EITHER SIDE 6" MIN. TO 8" MAX. 18- 18- 2.0% MAX. 2.0% MAX 6" MIN. TO 8" MAX. 36" MIN. CURB WIDTH 24" MIN. IN CASE OF TECHNICAL INFEASIBILITY EXISTING CONFORMING CURB RAMPS EXEMPT SITE PLAN AND ACCESSIBLE PATH OF TRAVEL AS NOTED LEGEND SITE PLAN AND PATH OF TRAVEL 1 SCALE: 1/32" = 1'-0" EGRESS COMMON PATH OF TRAVEL EGRESS PATH OF TRAVEL ACCESSIBLE COMMON PATH OF TRAVEL 18 SCALE DETECTABLE WARNINGS NTS KEYNOTES 1 SITE ENTRANCE SIGNAGE. SEE DETAIL 13/A-0.5A. 2 PARKING SPACE SIGNAGE. SEE DETAIL 19/A-0.5A AND 20/A-0.5A. 3 PARKING SPACE EMBLEM. SEE DETAIL 12/A-0.5A. FOR REFERENCE ONLY PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 08/06/24 X.X. X.X. 635036 CULV E R C I T Y , C A • I RV INE , C A • LOS ANGE L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. ALISO VIEJO, CA 92656 27141 ALISO CREEK RD. 1ST FLOOR OC-HCA 17 SCALE 1/8" = 1'-0" TYPICAL PARKING STALLS 13 SCALE POST-MOUNTED ACCESSIBLE PARKING SIGN 1-1/2" = 1'-0" ENTRY SIGNAGE 15 SCALE ACCESSIBLE PARKING SIGNS NTS 19 CURB RAMPS SCALE 3/4" = 1'-0" 20 12 SCALE 1-1/2" = 1'-0" 16 8 SCALE 1-1/2" = 1'-0" CONCRETE WHEEL STOP PARKING SPACE EMBLEM 1'-0 = 1'-0" SCALE SCALE A-0.5A ACCESSIBLE BUILDING ENTRANCE SIGNAGE. 1 = 1'-0" 'NO PARKING' PAVEMENT MARKING 4 DETECTABLE WARNING. SEE DETAIL 18/A-0.5A. 5 SCOPE OF WORK 17_ N 3 2 4 45 5 1 1 08/16/24 ISSUE FOR ENGINEERING 08/29/24 ISSUE FOR PLAN CHECK NELSON
ALGAZE
No. C-21090
REN. 03/31/2025
L ,CENSE' ARC+,7EC7S7A7E O) CAL , )ORN ,A
83 (E) SFEC 97'-8" 60'-5" 74'-8" 38'-0" 48'-3" 100'-10" 80'-7" 41'-0" 33'-6" 15'-0" 82'-11" LEGEND AREA NOT IN CONTRACT (N.I.C.). KEYNOTES 1 TACTILE EXIT SIGNAGE. SEE DETAIL #1 23 TACTILE EXIT SIGNS TACTILE EXIT ROUTE SIGNAGE. SEE DETAIL #2 TACTILE STAIR LEVEL IDENTIFICATION SIGNAGE. SEE DETAIL #4 A-0.5B EXISTING CONSTRUCTION TO REMAIN. NEW CONSTRUCTION, TYPICAL PARTITION UNLESS OTHERWISE NOTED. 1. A TACTILE EXIT SIGN WITH THE WORD "EXIT", SHALL IDENTIFY EACH GRADE LEVEL EXTERIOR EXIT DOOR. EXIT TACTILE EXIT SIGNS SHALL BE REQUIRED AT THE FOLLOWING LOCATIONS: CORRESPONDING GRADE II BRAILLE LINE OF FINISHED FLOOR EXIT ROUTE CORRESPONDING GRADE II BRAILLE LINE OF FINISHED FLOOR 2. A TACTILE EXIT SIGN WITH THE WORDS "EXIT ROUTE" SHALL IDENTIFY EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT IS REQUIRED TO HAVE A VISUAL EXIT SIGN. 60" MAX. 48" MIN. 60" MAX. 48" MIN. 4 INTERNATIONAL SYMBOL OF ACCESSIBILITY LOCATED ON 1st FLOOR. SEE DETAIL #5 COMMON PATH OF EGRESS < 100 FEET (1006.2.1 CBC) MAXIMUM PATH OF TRAVEL < 300 FEET (1017.2 CBC) ACCESSIBLE PATH OF TRAVEL CEILING MOUNTED EXIT SIGN. DARK QUADRANT INDICATES FACE. ARROW(S) INDICATE DIRECTION. 5 PROVIDE NEW OCCUPANT LOAD SIGNAGE PER SECTION CBC 2022 1004.9 SIGN WALL SHALL BE POSTED IN A CONSPICUOUS PLACE NEAR THE MAIN EXIT OR EXIT ACCESS DOORWAY FROM THE ROOM. REFER TO APPLICABLE ASSEMBLY OCCUPANT LOAD CALCULATION PER EXIT ANALYSIS TABLE ON THIS SHEET. 4. A TACTILE SIGN WITH THE FOLLOWING WORDS AS APPROPRIATE: "LEVEL #" **AT EXIT DISCHARGE, SIGN SHALL HAVE RAISED FIVE-POINTED STAR TO LEFT OF IDENTIFYING FLOOR LEVEL. THE OUTSIDE DIAMETER OF STAIR SHALL BE SAME AS THE HEIGHT OF THE RAISED CHARACTERS. PROVIDE ROOF ACCESS/NO ROOF ACCESS AS REQUIRED. STAIR 01 1LEVEL 60" CORRESPONDING GRADE II BRAILLE 1" HIGH LINE OF FINISHED FLOOR NOTE: ALL SIGNAGE SHALL COMPLY WITH 2022 CBC 11B-703. REFER TO SHEET A-0.6A AND A-0.6B FOR ADDITIONAL INFORMATION SYMBOL OF ACCESSIBILITY SIGNAGE 5 SCALE: NTS 12" 60" EXIT ANALYSIS OCCUPANT CALCULATION MAXIMUM TOTAL # OF OCCUPANTS TOTAL OCCUPANT SQUARE FOOTAGE # OF EXITS REQUIRED FOR TABLE 1006.3.3 # OF EXITS FOR SUITE PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 08/16/24 ISSUE FOR ENGINEERING 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 08/06/24 X.X. X.X. 635036 CULV E R C I T Y , CA • I RV INE , CA • LOS ANGE L E S , CA S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. ALISO VIEJO, CA 92656 27141 ALISO CREEK RD. 1ST FLOOR OC-HCA 08/29/24 ISSUE FOR PLAN CHECK EXIT ROUTES AND TACTILE SIGNAGE AS NOTED 18" MIN. 12" MIN. 5" 112" "ROOF ACCESS OR NOT" N LOBBY 100 RECEPTION 101 SERVICE CHIEF OFFICE 124 RESTROOM 134 GROUP ROOM 01 172 GROUP ROOM 02 171 CLINICIAN'S OFFICE 01 168 LARGE CONFERENCE 163 PEER/MENTAL HEALTH WORKERS 158 SERVICE CHIEF OFFICE 157 CLINICIAN'S OFFICE 12 156 CLINICIAN'S OFFICE 11 155 INTERN OFFICE 01 152 SUPPLY/STORAGE /CHART 151 STAFF BREAK ROOM 147EXIT VESTIBULE 148 GROUP ROOM 01 139 DOCTOR'S OFFICE 137 CLINICIAN'S OFFICE 12 136 MUTI PURPOSE OFFICE 132 OPEN WORK COLLABORATION 154 BLDG. JANITORS 149 PRIVATE OFFICE 167 CLUBHOUSE 174SECURITY 102 FINANCE 104 CHECK IN 105 SUPERVISOR OFFICE 103 COPY ROOM 118 STORAGE 115 TESTING RESTROOM 01 114 MOTHER'S ROOM 108 MEN'S RESTROOM 109 MDF/IDF 111 GROUP ROOM 04 142 GROUP ROOM 03 140 PRIVATE OFFICE 116 CLIA STOR. 117 CLINICIAN'S OFFICE 02 169 CLINICIAN'S OFFICE 03 170 CLINICIAN'S OFFICE 04 166 CLINICIAN'S OFFICE 05 165 CLINICIAN'S OFFICE 06 164 CLINICIAN'S OFFICE 08 161 CLINICIAN'S OFFICE 07 162 CLINICIAN'S OFFICE 09 160CLINICIAN'S OFFICE 10 159 INTERN OFFICE 01 153 GROUP ROOM 02 141 CLINICIAN'S OFFICE 13 135 CLINICIAN'S OFFICE 05 125 CLINICIAN'S OFFICE 06 126 CLINICIAN'S OFFICE 07 127 CLINICIAN'S OFFICE 01 123 CLINICIAN'S OFFICE 02 122 CLINICIAN'S OFFICE 03 121 CLINICIAN'S OFFICE 04 120 CLINICIAN'S OFFICE 10 130 CLINICIAN'S OFFICE 09 129 CLINICIAN'S OFFICE 08 128 CLINICIAN'S OFFICE 11 131 TESTING RESTROOM 02 112 TESTING OFFICE 113 VESTIBULE 107 WOMEN'S RESTROOM 110 HALLWAY 106 HALLWAY 119 HALLWAY 138 HALLWAY 150 BUILDING STANDARD, SEMI - RECESSED FIRE EXTINGUISHER CABINET. SFEC TACTILE EXIT SIGN PERMANENT SIGNAGE TO BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR AT +60" A.F.F. MOUNTED LOCATION MUST ALLOW A PERSON TO APPROACH WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN SWING PATH OF THE DOOR [11B-307 (PROTRUDING OBJECTS); SEC. 1013.4 AND 11B-703 (TACTILE EXIT SIGNAGE)] LITERARY BRAILLE STANDARD DIMENSIONS DOT DIAMETER - .059" INTER-DOT SPACING - .090" HORIZONTAL SEPARATION BETWEEN CELLS -.241" VERTICAL SEPARATION BETWEEN CELLS -.395" LETTERS & NUMBERS SHALL BE RAISED 1/32", UPPER CASE, SANS SERIF TYPE AND SHALL BE ACCOMPANIED WITH GRADE II BRAILLE RAISED CHARACTERS. SHALL BE AT LEAST 58" HIGH, BUT NO HIGHER THAN 2" CHARACTERS AND BRAILLE SHALL BE IN HORIZONTAL FORMAT AND WITH BRAILLE PLACED 38" MIN AND 12" MAX DIRECTLY BELOW THE TACTILE CHARACTERS; FLUSH LEFT OR CENTERED. EXIT CORRESPONDING GRADE II BRAILLE EQ EQ 48" MIN. NOTES 1. SIGNS W/ RAISED CHARACTERS AND BRAILLE SHALL BE LOCATED 48" MINIMUM ABOVE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST LINE OF BRAILLE & 60" MAXIMUM ABOVE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS. MOUNTING LOCATION SHALL BE BEYOND THE ARC OF THE DOOR SWING BETWEEN THE CLOSED POSITION AND THE 45 DEGREE OPEN POSITION. 2. RAISED CHARACTERS ON SIGNS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "O" IS 60% MINIMUM AND 110% MAXIMUM OF THE HEIGHT OF THE UPPERCASE "T". STROKE THICKNESS OF THE UPPERCASE "T" SHALL BE 15% MAXIMUM OF THE HEIGHT OF THE CHARACTER. 60" MAX. EXIT ANALYSIS / COMMON PATH OF EGRESS DISTANCE / MAXIMUM TRAVEL DISTANCE / TACTILE EXIT SIGN LOCATIONS 3 SCALE: 1/8"=1'-0" 5'-0" 48" MIN. 18" MIN.5'-0" 48" MIN.
5'-0" 48" MIN.
5'-0" 48" MIN. 5'-0" 48" MIN. 5'-11" 48" MIN. 5'-0" 48" MIN. 5'-0" 48" MIN. 6'-9" 48" MIN. 1'-7" 18" MIN.
18" MIN. 1 1 1 1 1 22 2 USE SQUARE FOOTAGE LOAD FACTOR OCCUPANTS LOAD USE SQUARE FOOTAGE LOAD FACTOR OCCUPANTS LOAD LOBBY #100 656 150 4 SECURITY #102 (OFFICE) 54 150 5 RECEPTION #101 (OFFICE) 820 150 1 VESTIBULE #107 90 - - MOTHER'S ROOM #108 85 150 1 MEN'S RESTROOM #109 252 - - WOMEN'S RESTROOM #110 292 - - MDF/IDF #111 96 300 1 TESTING RESTROOM 02 #112 73 - - TESTING OFFICE #113 141 150 1 TESTING RESTROOM 01 #114 73 - - PRIVATE OFFICE #144 188 150 1 PRIVATE OFFICE #116 89 150 1 CLIA STOR. #117 89 150 1 COPY ROOM #118 120 300 1 MULTI PURPOSE OFFICE #132 442 150 3 LAUNDRY #133 (JANITOR'S CLOSET) 61 300 1 RESTROOM #134 58 - - GROUP ROOM 01 #139 (CLASSROOM) 259 15 18 GROUP ROOM 03 #140 (CLASSROOM) 259 15 18 GROUP ROOM 02 #141 (CLASSROOM) 259 15 18 GROUP ROOM 04 #142 (CLASSROOM) 259 15 18 CONFERENCE ROOM #143 374 15 25 CHART/SUPPLY/STORAGE #146 372 300 1 STAFF BREAK ROOM #147 692 15 46 EXIT VESTIBULE #148 199 - - BLDG. JANITORS #149 54 - - SUPPLY/STORAGE/CHART #151 332 300 1 OPEN WORK COLLABORATION #154 (OFFICE) 360 150 2 PEER/MENTAL HEALTH WORKERS #158 (OFFICE) 689 150 5 LARGE CONFERENCE #163 726 15 49 GROUP ROOM 02 #171 (CLASSROOM) 189 15 13 PRIVATE OFFICES 4,353 150 29 USE SQUARE FOOTAGE LOAD FACTOR OCCUPANTS LOAD GROUP ROOM 01 #172 (CLASSROOM) 224 15 15 CLUBHOUSE #174 (BREAKROOM) 379 15 26 HALLWAYS (CIRCULATION) 4,299 - - 308 18,096 25 2 5'-0" 48" MIN. LAUNDRY 133OPEN COLLAB. 138A WATER HEATER CLOSET 132A WATER HEATER CLOSET #132A (JANITOR'S CLOSET) 25 300 1 CLIENT RESTROOM 173 PRIVATE OFFICE 144 CHART/SUPPLY/ STORAGE 146 CONFERENCE ROOM 143 STORAGE #115 75 300 1 CLIENT RESTROOM #173 88 - - 12" MIN. 18" MIN. 2
18" MIN. 36'-0" 52'-6" 51
12" MIN.2
18" MIN. 12" MIN. 5'-0" 48" MIN. 12" MIN. 1
18" MIN. 18" MIN. 6'-0" 48" MIN.18" MIN. 18" MIN. 12" MIN. 1 NELSON
ALGAZE
No. C-21090
REN. 03/31/2025
L ,CENSE' ARC+,7EC7S7A7E O) CAL , )ORN ,A
84 (a) BOTTOM LANDING RAMP RUN LANDING 72" MIN. 60" MIN. (b) RAMP RUN LANDING 60" MIN. RAMP RUN 72" MIN. AS LEAST AS WIDE AS RAMP RUN TOP LANDING 60" MIN. 60" MIN. (c) DOWN DOWN (a) EXTENDED SURFACE 12" MIN. 12" MIN. (a) CURB OR BARRIER X<4 (a) HANDRAIL CLEARANCE 1 1/2" MIN. (b) CIRCULAR 1 1/4"-2" (C) NON-CIRCULAR DIAGONAL @ 2 1/4" MAX. 4"-6 1/4" PERIMETER 34"-38" (a) HANDRAIL DIMENSIONS AT RAMPS (b) HANDRAIL DIMENSIONS @ BOTTOM OF STAIRS 34"-38" (c) HANDRAIL DIMENSIONS @ TOP OF STAIRS 12" MIN. X 34"- 38" X 12" MIN. 12" MIN. 12" MIN. 48" MIN. 30" MIN. 48" MIN. 30" MIN. 3.5" MIN. 5" MAX. 15" MIN. (a) ACCESSIBLE WATER CLOSETS (b) AMBULATORY ACCESSIBLE WATER CLOSETS 17"-18" 17"-19" 56" MIN. 60" MIN. OTHER FIXTURES NOT ALLOWED WITHIN THIS AREA 4'-0" MIN. 60" MIN. WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT (c) PLAN 6" MIN. 9" MIN. 6" MIN. PARTITION (a) ELEVATION ADULT 12" MIN. 6" MIN. PARTITION (b) ELEVATION CHILDREN WHEELCHAIR ACCESSIBLE COMPARTMENT TOE CLEARANCE 60" MIN. 59" MIN. @ FLOOR MOUNTED W/C
56" MIN. @ WALL HUNG W/C/
4" MAX. ALTERNATE DOOR LOCATION 4" MAX.
4'-0" MIN. 48" MIN. 60" MIN. FOR SIDE OPENING
44" MIN. 35"-37"
60" MIN. 17"-19"
X>80" 4" MAX.
X>27" (a) 12" MAX. >27"-80" 12" MAX. (b) 4" MAX 4" MAX 27" MAX x>12 x>305 4" MAX. 4" MAX. X>12 X>305 80" MAX LIMITS OF PROTRUDING OBJECTS POST-MOUNTED PROTRUDING OBJECTS 27" MAX. X<80"
15" MIN. 48" MAX. 15" MIN.. 48" MAX. 10" MAX. UNOBSTRUCTED FORWARD REACH UNOBSTRUCTED SIDE REACH 10"-24" 34" MAX. 46" MAX. 34" MAX. 48" MAX. 10" MAX. (a) (b)
48" MAX. 20" MAX. 20"-25" MAX 44" MAX. (a) (b) OBSTRUCTED HIGH FORWARD REACH OBSTRUCTED HIGH SIDE REACH 9" MIN. 8" MIN. 27" MAX. 11" MAX.
25" 25" MAX. 30" MIN. (A) ELEVATION (B) PLAN 17"-25" 30" MIN. 9" 6" MAX. KNEE CLEARANCE (A) ELEVATION (B) PLAN TOE CLEARANCE (A) (B) (C) CIRCULAR NONCIRCULAR 1.25"-2" 2" MAX. 4 TO 4.8 PERIMETER 1 1/2" MIN. 12" MIN. 1 1/2" MIN (D) DIAGONAL @ 2" MAX. 18" MIN. 60" MIN. (a) FRONT APPROACH, PULL SIDE 48" MIN. (b) FRONT APPROACH, PUSH SIDE12" MIN. * IF BOTH CLOSER AND LATCH ARE PROVIDED36" MIN. 60" MIN. (c) HINGE APPROACH, PULL SIDE 44" MIN. (d) HINGE APPROACH, PUSH SIDE12" MIN. * IF BOTH CLOSER AND LATCH ARE PROVIDED ** 48 MIN. IF BOTH CLOSED AND LATCHED PROVIDED 22" MIN. 24" MIN. 48" MIN. (e) LATCH APPROACH, PULL SIDE *54 MIN IF CLOSER IS PROVIDED (f) LATCH APPROACH, PUSH SIDE 24" MIN. *48 MIN IF CLOSER IS PROVIDED 42" MIN. (a)
60" MIN. 60" MIN. (b) 60" MIN. DOOR WIDTH 48" DOOR WIDTH (c) 60" MIN. DOOR WIDTH 48 MIN. 18" MIN. (a) PULL SIDE X>8" 60" MIN. (b) PUSH SIDE X>8"48" MIN. (a) PUSH SIDE , DOOR PROVIDED WITH BOTH CLOSER AND LATCH X>8"
48" MIN. 12" MIN. BACK WALL SIDE WALL SIDE WALL 30" MIN. SIDE WALL 36" MIN. 60" MIN. NOTE: INSIDE FINISHED DIMENSIONS MEASURED AT THE CENTER POINTS OF OPPOSING SIDES SIDE WALL SIDE WALL 36" MIN. BACK WALL FRONT WALL 60" MIN.36" MIN. NOTE: INSIDE FINISHED DIMENSIONS MEASURED AT THE CENTER POINTS OF OPPOSING SIDES 3/16" = 1'-0" RAMP LANDINGS 3/8" = 1'-0" RAMP EDGE PROTECTION HANDRAIL CROSS SECTION HANDRAIL DIMS. @ RAMPS & STAIRS DRINKING FOUNTAIN WATER CLOSET LOCATION CLEARANCE FOR WATER CLOSET AMBULATORY COMPART REDUCED VERTICAL CLEARANCE A-0.6AAS NOTED PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 08/06/24 X.X. X.X. 635036 CULV E R C I T Y , C A • I RV INE , C A • LOS ANGE L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. ALISO VIEJO, CA 92656 27141 ALISO CREEK RD. 1ST FLOOR OC-HCA 4 3/8" = 1'-0" DOOR CLEARANCES TWO DOORS IN SERIES CLEARANCES @ SWING DOORS CLEARANCES @ REC. DOORS 8 3/8" = 1'-0" ACCESSIBLE RESTROOM CLEARANCES ACCESSIBLE TOILET 5 1 1/2" = 1'-0" SIZE AND SPACING OF GRAB BARS 12 STAIRWELL CLEARANCES 10 RAMP CLEARANCES 3/8" = 1'-0" 1 1/2" = 1'-0" 3/8" = 1'-0" 13 PROTRUDING OBJECTS 3/8" = 1'-0" 14 OBSTRUCTED REACH 3/8" = 1'-0" 15 UNOBSTRUCTED REACH 3/8" = 1'-0" 16 TOE CLEARANCE 3/8" = 1'-0" SHOWER COMPARTMENTS BASE BUILDING ACCESSIBILITY 60" MIN. 08/16/24 ISSUE FOR ENGINEERING 08/29/24 ISSUE FOR PLAN CHECK NELSON
ALGAZE
No. C-21090
REN. 03/31/2025
L ,CENSE' ARC+,7EC7S7A7E O) CAL , )ORN ,A
85 A-0.6BAS NOTED PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 08/06/24 X.X. X.X. 635036 CULV E R C I T Y , C A • I RV INE , C A • LOS ANGE L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. ALISO VIEJO, CA 92656 27141 ALISO CREEK RD. 1ST FLOOR OC-HCA TO CENTERLINE PARTITION PLAN DIAGRAM SIDE ELEVATION PLAN VIEW NOTES: FOR DOORS SERVING OTHER THAN A REQUIRED EXIT STAIRWAY PULL SIDE PUSH SIDE PLAN DIAGRAM PLAN PLAN DIAGRAM WALL RIM URINAL SIDE ELEVATION TOILET FRONT ELEVATION TOILET SIDE ELEVATION HIGH FORWARD REACH ACCESSIBLE PATH OF TRAVEL 'X' < 48" MINIMUM CLEARANCES FOR SEATING AND TABLES CLOSETS SHELVES MINIMUM MANEUVERING CLEARANCES IN ALCOVES MAXIMUM FORWARD REACH OVER AN OBSTRUCTION ELEVATION (a) PULL SIDE (INTERIOR DOOR) (b) SLIDING DOOR (c) FOLDING DOOR PUSH SIDE PUSH SIDE PULL SIDE SIDE ELEVATION PLAN VIEW SECTION AT PARTITION BOTH DOORS OPEN OUT DOORS AT OPPOSITE WALLS DOORS AT ADJACENT WALLS DOOR IN SERIES LINE OF REQUIRED CLEARANCE 19" MIN. 28"-34" MAX 27" MIN. 9" MIN. 11" MIN. DINING AND/OR WORK SURFACE LINE OF REQUIRED CLEARANCE DINING AND/OR WORK SURFACE CLEAR FLOOR SPACE CL 30"MIN. 19" MIN. 48" MIN. 24" MIN. 44" MIN. CLR.
35" - 37" 17"-18" 12" 42" MIN. GRAB BAR MAX. 54" MIN. 60" MIN. CLR CL
1 1/2" CLR. TYPICAL 6" MIN. 9" MIN. CLR. NOTE: WHERE SIX OR MORE TOILET COMPARTMENTS ARE PROVIDED OR WHERE A COMBINATION OF URINALS AND WATER CLOSETS TOTALS SIX OR MORE FIXTURES, AT LEAST ONE COMPARTMENT SHALL COMPLY WITH SECTION 11B-604.8.2 AMBULATORY ACCESSIBLE COMPARTMENTS. 8" MIN. KNEE CLR. 9" MIN. 27" MIN. 29" MIN. 34" MAX. 11" MIN. 6" MAX. 17" MIN. DEPTH 1'-6" MIN. TO CENTERLINE 1'-5" MIN. 19" MAX. 48" MIN. 30" MIN. CLEAR FLOOR SPACE INSULATE HOT WATER PIPES AND DRAIN TO PROTECT AGAINST CONTACT. 48" MIN.
12" MIN. 18" MIN. 48" MIN. 48" MIN.
12" MIN. 12" MIN. 48" MIN. 18" MIN. PROVIDE THIS ADDITIONAL 18" MIN. SPACE IF DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER 34" MIN. CLEAR
18" MIN.
24" MIN. 17"-18"
60" MIN. 56" MIN. AT WALL-MOUNTED W.C. WHEN
DOOR SWINGS IN
54" MIN.
59" MIN. AT
FLOOR-MOUNTED W.C. WHEN
DOOR SWINGS IN 60" MIN. CLEAR 32" MIN. CLEAR
48" MIN. CLEAR
CL
60" MIN. DIA. CLEAR
30" x 48" CLEAR SPACE
A USEABLE SHELF 44" MAX.
3'-4" MAX. TO ALL OPERABLE PARTS AND COIN SLOTS
3'-4" MAX. TO ALL OPERABLE PARTS 3'-4" MAX.
48" MAX. TO
TOP OF HOOK
48" MAX. TO TOP
15" MIN. TO BOTTOM
3'-6" (HORIZ.) AT COUNTERTOPS 48" MAX. TOP
15" MIN. TO BOTTOM
4'-0" MAX. TO TOP
. MEDICINE CABINET SANITARY NAPKIN VENDOR COMBINATION WASTE/TOWEL UNITS TOWEL BAR CLOTHES HOOK BOTTOM EDGE OF REFLECTIVE SURFACE 40" MAX. ABOVE ACCESSIBLE LAVATORY/COUNTER TOP. 35" AT ALL OTHER LOCATIONS EXCEPT FITTING/DRESSING ROOMS WHERE 20" MAX AFF./18" MIN. WIDE/54" MIN. HEIGHT. FULL LENGTH TOP EDGE SHALL BE 78" AFF. NOTE: MOUNTING HEIGHT FROM FINISHED FLOOR, TYPICAL. PROVIDE CLEAR SPACE FOR FORWARD APPROACH 30" x 48" ACCESSIBLE STALL DOOR HARDWARE: THE DOOR SHALL BE SELF-CLOSING. A DOOR PULL SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH. DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE. NOTE: TOILET ROOM FLOORS SHALL HAVE A STABLE, FIRM, SLIP RESISTANT SURFACE. OUTLETS SWITCHES/CONTROLS ALONG ACCESSIBLE ROUTE MIRROR 48" MIN.
48" MIN. 36" MIN. 60" MIN. 48" MIN. 22" MIN. 54" MIN. 42" MIN. 22" MIN. 54" MIN. 42" MIN. 24" MIN. 42" MIN. 24" MIN. 42" MIN. 60" MIN. 44" MIN. 24" MIN. 24" MIN. 54" MIN. (F) LATCH SIDE APPROACH SLIDING DOORS (H) LATCH SIDE APPROACH FOLDING DOORS LATCH APPROACH NOTE: ALL DOORS IN ALCOVES SHALL COMPLY WITH THE CLEARANCES FOR FRONT APPROACHES 48" MIN. IF DOOR HAS BOTH A LATCH AND A CLOSER 54" MIN. IF DOOR HAS BOTH A LATCH AND A CLOSER (H) SLIDE SIDE APPROACH FOLDING DOORS (E) SLIDE SIDE APPROACH SLIDING/FOLDING DOORS HINGE APPROACH (G) FRONT APPROACH FOLDING DOORS (D) FRONT APPROACH SLIDING DOORS 3'-0" MIN. 30" MIN. 5'-0" MIN. 15"-16" 3" FROM ENTRY
14"-15"
33"-36" TO TOP OF GRIP, TYP. 22"-23" 2 1/2" MAX. 1 1/2" MAX.
17"-19" 39"-41" TO CL 40" MAX. 19" MIN. 27" MAX.
48" MAX TO TOP OF MOUNTING BRACKET CONTROL AREA SOAP DISH WITHIN REACH LIMITS OF SEAT SINGLE LEVER CONTROL VALVE HAND HELD SPRAYER. UNIT TO HAVE ON/OFF CONTROL WITH NON-POSITIVE SHUT-OFF. CBC 11B-608.6. UNIT TO DELIVER WATER THAT IS 120 DEGREES FAHRENHEIT MAX. CBC 11B-608.6 FOLDING SHOWER SEAT MAX. 6" FROM WALL WHEN FOLDED NOTE: WHERE DRAINS ARE PROVIDED, GRATE OPENINGS ARE MAX. 1/4" AND FLUSH WITH FLOOR 1/2" BEVELED LIP MAX. SLOPE MAX. 1/4" / FT. 59" MIN. HOSE 18" MIN. 32" MIN. CLR. 12" MAX. 48" MIN. CLR. 24" MIN. 1 1/2" 17" MIN. 18" MIN. 60" MIN. 17"-18" OF FIXTURE 12" MAX. 42" MIN. 54" MIN. 56" MIN. DEEP WALL HUNG TOILETS 59" MIN. DEEP FOR FLOOR MOUNTED TOILETS NOTE: TOILET ROOM FLOORS SHALL HAVE A STABLE, FIRM, SLIP RESISTANT SURFACE. PROVIDE A PRIVACY LATCH TO ENTRY DOOR. FLUSH ACTIVATOR WIDE SIDE NO DOOR SHALL ENCROACH INTO 60" MIN. DIA. CLEAR SPACE MORE THAN 12" BUT SHALL NOT ENCROACH INTO THE CLEAR FLOOR SPACE OF A FIXTURE CL CL
CL OF FIXTURE
DIA. CLEAR
60" MIN. 30"x48" CLEAR FLOOR SPACE 32" MIN. 32" MIN. 48" MIN. 60" MIN. 32" MIN. CLR. FROM DOOR TO STOP 18" MIN. CLEAR @ INT. DOORS 24" MIN. CLEAR @ EXT. DOOR 90° 12" X>8"18" MIN. 60" MIN. NOTE: 2% MAX SLOPE AT EXTERIOR LANDINGS ONLY LEVER OR U-SHAPED HANDLE 34" MIN. TO 44" MAX. A.F.F CLEAR LEVEL LANDING PROVIDE 12" MIN. IF DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER CLEAR LEVEL LANDING CLEAR LEVEL LANDING NOTE: PROVIDE BUMPER IN POCKET TO PREVENT DOOR FROM FULLY RECEDING Y" 1'-4" EQ. EQ.
X 48" MIN.
15" MIN. 18" MIN. 19" MAX. 4" MAX. 48" MIN. EQ. EQ. X
Y 4" MAX. 15" MIN. 18" MIN. 19" MAX.
9" MIN.27" MIN. CLR. 36" MAX @ SPOUT OUTLET 8" MIN. KNEE CLR. 6" MAX. 11" MIN. 17" MIN. CLR. 1. ALL DRINKING FOUNTAINS SHALL BE CONTAINED WITHIN ALCOVES OR COMPLETELY BETWEEN WING WALLS SO AS TO NOT ENCROACH INTO THE PEDESTRIAN WAYS. WING WALLS SHALL PROJECT FROM THE WALL AND REST ON THE FLOOR OR FLOAT NO MORE THAN 6" AFF. 2. THE SPOUT SHALL PROVIDE A FLOW OF WATER 4" HIGH MIN. AND SHALL BE LOCATED 4" MAX. FROM THE FRONT OF THE UNIT. THE ANGLE OF THE WATER STREAM SHALL BE MEASURED HORZ. RELATIVE TO THE FRONT FACE OF THE UNIT. WHERE SPOUTS ARE LOCATED LESS THAN 3" OF THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 30 DEGREES MAX. WHERE SPOUTS ARE LOCATED 3"-5" MAX FROM THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 15 DEGREES MAX. 3. SPOUT OUTLETS FOR STANDING PERSONS SHALL BE 38" MIN AND 43" MAX. ABOVE THE FINISH FLOOR. PLAN NOTE: X= 18" MIN. ALCOVE DEPTH THEN Y=30" MIN. CLR. IF ALCOVE DEPTH (X) IS GREATER THAN 24", THEN ALCOVE WIDTH (Y) MUST BE A MINIMUM OF 36" CLEARPLAN OF "HIGH-LOW" PLAN OF "HIGH-LOW" DRINKING FOUNTAIN DRINKING FOUNTAIN SECTION OF LOW DRINKING FOUNTAIN "LOW" FOUNTAIN "HIGH" FOUNTAIN 1 1/2" CLR. 12" MIN. CLR. 1 1/4" - 2" NOMINAL 1 1/2" CLR. 44" MAX TO FLUSH CONTROL 6' MAX. 13 1/2" MIN.
17" MAX. 48" MIN. EQ. EQ. 30" MIN. 36" MIN. GRAB BAR 24" MIN. 12" MIN. 33" - 36" TO TOP OF GRIPPING SURFACE 17"-18" 40" MAX ALL DISPENSERS TO HIGHEST OPERABLE PART 19" MIN
TO OUTLET 24" MIN. 7"-9" 4'-6" 3'-6" MIN. GRAB BAR 1'-0" MAX. 33"-36" TO TOP OF GRIPPING SURFACE 17"-19" NOTE: GRAB BAR STRUCTURAL STRENGTH SHALL COMPLY W/ CBC 11B-609.8. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS AND SHALL HAVE ROUNDED EDGES. TYPICAL GRAB BAR SECTION URINAL PLAN VIEW CLEAR FLOOR SPACE FLUSH ACTIVATOR WIDE SIDE 36" MIN. X>24" X>15" 60" MIN. 24" MAX. 30" 46" MAX. 34" MAX.
48" MAX. 21" MAX. 21" MAX. 40" MIN. 48" MAX. 10" MAX. 30" 34" MIN. 15" MIN. 48" 30" MIN. 10" MAX. 48" MIN. 15" MIN.48" MAX. 30" MIN. 42" MIN. 48" MIN. 30" MIN. 19" MIN. 30" MIN. 48" MIN. 19" MIN. 30" MIN.
48" MAX. 27" MIN. CLR. 20" MAX. 34" MAX. 48" MIN. 44" MAX. 27" MIN. CLR. 48" MIN. 34" MAX. >20"-25" MAX. NOTE: AT PASS THROUGH KITCHENS, A MIN. 40 INCH CLEAR PATH. AT 'U' SHAPED OR DEAD-END KITCHENS, 60 INCH MIN CLEAR. REACH DIAGRAMS APPLY TO EQUIPMENT AND REF/FREEZER CLEAR FLOOR SPACE PARALLEL APPROACH HIGH AND LOW SIDE REACH LIMITS MAX. SIDE REACH OVER AN OBSTRUCTION 44" MIN** 36" MIN* 60" MIN. CLR. 60" MIN. CLR. 24" MIN. CLR. 12" MIN. CLR. 36" MIN* 44" MIN** 12" MIN CLR. 60" MIN. 60" MIN. 32" MIN. 36" MIN* 24" MAX. 48" MIN. 24" MAX. 32" MIN.44" MIN** 36" MIN* 36" MIN* 48" MIN. 44" MIN**. 36" MIN* 44" MIN** 42" MIN* 44" MIN** . 42" MIN* 44" MIN**
48" MIN.
60" MIN. 36" MIN* . 36" MIN* NOTE: 60" DIA. * CORRIDORS WITH OCCUPANCY OF 9 OR LESS ** CORRIDORS WITH OCCUPANCY OF 10 OR MORE ALSO REFER TO OCCUPANT LOAD FOR REQUIRED EGRESS WIDTH. MINIMUM CLEAR WIDTH FOR SINGLE WHEELCHAIR CLEAR WIDTH FOR TWO WHEEL CHAIRS TO PASS PARALLEL THROUGH CORRIDOR T-SHAPE 180° TURNS WHEELCHAIR TURNING SPACE 180° TURNS AROUND AN OBSTRUCTION 16 N.T.S ACCESSIBLE DRINKING FOUNTAIN 12 N.T.S ACCESSIBLE TOILET, URINAL, AND GRAB BAR 4 N.T.S ACCESSIBLE CORRIDORS AND TURNING
8 N.T.S ACCESSIBLE MINIMUM REACH
48" MAX. 15 N.T.S ACCESSIBLE ROLL-IN SHOWER 11 N.T.S ACCESSIBLE SINGLE-ACCOMMODATION TOILET 3 N.T.S ACCESSIBLE DOOR CLEARANCES-FRONT APPROACH 14 N.T.S ACCESSIBLE MULTI-ACCOMMODATION TOILET 6 N.T.S ACCESSIBLE DOOR CLEARANCES-SIDE APPROACH 10 N.T.S ACCESSIBLE ACCESSORIES 13 N.T.S ACCESSIBLE CLEARANCES @ DINING/WORK SURFACES 9 N.T.S ACCESSIBLE AMBULATORY COMPARTMENT 1 N.T.S ACCESSIBLE VESTIBULES 5 N.T.S ACCESSIBLE LAVATORY BASE BUILDING ACCESSIBILITY 39"-41" 18" THE BOTTOM 10" OF ALL DOORS EXCEPT QUTOMATIC AND SLIDING SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE. [CBC 11B-404.2.10] 12" 12" 12" 12"
60" MAX. A.F.F. TO BASELINE OF HIGHEST RAISED CHARACTER 48" MIN. A.F.F. TO BASELINE OF
LOWEST RAISED CHARACTER DOOR MOUNTED SIGNAGE WALL MOUNTED SIGNAGE 1/8" RADIUS CORNER MENS RESTROOM NOTE: 1. SIGNS SHALL HAVE NO SHARP EDGES, CORNERS WITH 1/8" MIN. RADIUS. 1/4" MIN. HIGH 2. RAISED LETTERING 1/32" RAISED FROM SURFACE, UPPERCASE SANS-SERIF TYPE, NOT ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE OR OTHER UNUSUAL FORMS. CHARACTERS SHALL BE OF FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER 'O' IS 60% MIN. AND 110% MAX. HEIGHT OF THE UPPERCASE LETTER "I". CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASELINE SHALL BE 5/8" MIN. AND 2" MAX. BASED ON LETTER "I". LETTER "I" STROKE THICKNESS SHALL BE 15% MAX. HEIGHT OF THE CHARACTER. CHARACTER SPACING, RECTANGULAR, SHALL BE 1/8" MIN. AND 4 TIMES CHARACTER STROKE WIDTH MAX. CHARACTER SPACING FOR OTHER THAN SQUARE, 1/16" MIN. AND 4 TIMES CHARACTER STROKE WIDTH, BUT SHALL MEET RECTANGULAR SPACING. CHARACTERS SHALL BE SPACED FROM RAISED BORDERS 3/8" MIN. 3. RAISED BRAILLE, GRADE 2, MARKING PER 2022 CBC SECTION 11B-703. WOMENS RESTROOM ALL-GENDER RESTROOM 60" A.F.F. 60" A.F.F. 60" A.F.F. 7 N.T.S ACCESSIBLE RESTROOM SIGNAGE ALL GENDER RESTROOM RESTROOM UNISEX RESTROOM 08/16/24 ISSUE FOR ENGINEERING 08/29/24 ISSUE FOR PLAN CHECK NELSON
ALGAZE
No. C-21090
REN. 03/31/2025
L ,CENSE' ARC+,7EC7
S7A7E O) CAL , )ORN ,A
86 ELEVATION A ELEVATION B ELEVATION C ELEVATION D
2'-10" CEILING HEIGHT V.I.F. 6'-6"
3'-4" MAX. 1'-6" 12" MIN. 24" MIN. 36" MIN. 33"-36" TOP OF GRAB BAR CL 17" TO 19" MAX.
CEILING HEIGHT V.I.F.
33"-36" TOP OF GRAB BAR 12" MAX. 42" MIN. 54" MIN. 6'-6" 17" TO 19" MAX.
CEILING HEIGHT V.I.F.
CEILING HEIGHT V.I.F. 6'-6" 2'-10" POCKET DOOR ELEVATION A ELEVATION B ELEVATION C ELEVATION D 9'-0" CEILING HEIGHT
33"-36" TOP OF GRAB BAR 12" MAX. 42" MIN. 54" MIN.
17" TO 19" MAX.
9'-0" CEILING HEIGHT
34"
9'-0" CEILING HEIGHT OPEN TO BEYOND
34" 4" 9'-0" CEILING HEIGHT 1'-6" 12" MIN. 24" MIN. 36" MIN. 33"-36" TOP OF GRAB BAR CL 17" TO 19" MAX. 9"
6'-6"
6'-6" ELEVATION A ELEVATION B ELEVATION C ELEVATION D 12" MAX. 42" MIN. 33"-36" TOP OF GRAB BAR 54" MIN. 17" TO 19" MAX.
9'-0" CEILING HEIGHT
9'-0" CEILING HEIGHT
17" MAX.
1'-0" 4'-0" 1'-6" 12" MIN. 24" MIN. 36" MIN. 33"-36" TOP OF GRAB BAR CL 17" TO 19" MAX. 1'-0" 6'-0" OPEN TO BEYOND 34" 4" 9'-0" CEILING HEIGHT
34"
9'-0" CEILING HEIGHT
9"
6'-6" 6'-6"
6'-6" ELEVATION A ELEVATION B ELEVATION C ELEVATION D 1'-6" 12" MIN. 24" MIN. 36" MIN. 33"-36" TOP OF GRAB BAR CL 17" TO 19" MAX. 2'-10" CEILING HEIGHT V.I.F. 3'-4" MAX.
6'-6"
2'-10" 6'-6"
CEILING HEIGHT V.I.F. POCKET DOOR CEILING HEIGHT V.I.F. 12" MAX. 42" MIN. 33"-36" TOP OF GRAB BAR 54" MIN. 17" TO 19" MAX.
CEILING HEIGHT V.I.F. 6'-6" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 08/06/24 X.X. X.X. 635036 CULV E R C I T Y , C A • I RV INE , C A • LOS ANGE L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. ALISO VIEJO, CA 92656 27141 ALISO CREEK RD. 1ST FLOOR OC-HCA RESTROOM ELEVATIONS A-0.7AAS NOTED 1A ACCESSIBLE FLOOR MOUNTED WATER CLOSET: MANUF.: AMERICAN STANDARD NAME: MADERA FLOWISE 16-1/2" HEIGHT ELONGATED LESS EVER CLEAN NUMBER: 3043.001/3248.001 ELONGATED BOWL ONLY TOP SPUD FINISH: WHITE MOUNTING HEIGHT: MOUNT ALL TOILETS AT ACCESSIBLE HEIGHT TOILET FLUSH VALVE: MANUF.: KOHLER NAME: TRIPOINT-TOUCHLESS DC 1.28 GPF TOILET FLUSHOMETER NUMBER: K-10956-SV FINISH: POLISHED CHROME NOTE #1: PROVIDE 1-1/2" CLEAR BETWEEN TOP OF FLUSHOMETER AND BOTTOM OF ADA GRAB BAR. NOTE #2: PROVIDE POWER FOR DC POWER PER MANUFACTURER SPECS. TOILET SEAT: MANUF.: AMERICAN STANDARD NAME: COMMERCIAL HEAVY DUTY OPEN FRONT LESS COVER NUMBER: 5901.100 FINISH: WHITE NOTE: REFER TO SHEET 12/A-0.6B FOR SEAT HEIGHT. 7 RECESSED MOUNTED TOILET SEAT-COVER DISPENSER, SANITARY NAPKIN DISPOSAL, AND TOILET TISSUE DISPENSER (WOMEN'S): MANUF.: BOBRICK CLASSIC SERIES NUMBER: B-3092 OR B-3091 FINISH: STAINLESS STEEL SATIN R.O.: 16" WIDE X 29-1/4" HIGH X 4" DEPTH 3 RESTROOM EQUIPMENT SCHEDULE 8A 1-1/2" DIA. STAINLESS STEEL 42" LONG GRAB BAR WITH SNAP FLANGE: MANUF.: BOBRICK NUMBER: B-6806X42 FINISH: SATIN NOTE: PROVIDE WALL BACKING AS REQUIRED TO RESIST 250 LB. LOAD. 8 1-1/2" DIA. STAINLESS STEEL 36" LONG GRAB BAR WITH SNAP FLANGE: MANUF.: BOBRICK NUMBER: B6806X36 FINISH: SATIN NOTE: PROVIDE WALL BACKING AS REQUIRED TO RESIST 250 LB. LOAD. 10 RECESSED AUTOMATIC PAPER TOWEL DISPENSER/WASTE RECEPTACLE: MANUF.: BOBRICK NUMBER: B-3974 FINISH: STAINLESS STEEL-SATIN R.O.: 17-3/16" WIDE x 56" HIGH x 9-1/16" MIN. DEPTH NOTE #1: GENERAL CONTRACTOR TO COORDINATE WITH ELEVATION FOR INSTALLATION PLACEMENT. RE-FRAME WALL AS REQUIRED. NOTE #2: PROVIDE AC ADAPTER PART #3974-57 NOTE #3: WHEN INSTALLING NEXT TO COVE BASE, PROVIDE MITERED COVE BASE 45 DEGREES TO ACCOMMODATE FLANGE. ACCESSIBLE WALL HUNG LAVATORY: MANUF.: AMERICAN STANDARD NAME: WALL HUNG LAVATORY WITH EVERCLEAN DECORUM NUMBER: 9024.011EC CHO WITH RIGHT HAND SOAP DISPENSER FINISH: WHITE NOTE: PROVIDE INSULATION AT EXPOSED PIPES BELOW. FAUCET FOR WALL HUNG LAVATORY: MANUF.: AMERICAN STANDARD NAME: SELECTRONIC PROXIMITY LAVATORY FAUCET NUMBER: 605B.105 FINISH: CHROME FINISH NOTE: PROVIDE MULTI AC POWER KIT 12 ELECTRIC SOAP DISPENSER FOR WALL HUNG LAVATORY: MANUF.: BOBRICK MODEL: AUTOMATIC LAVATORY MOUNTED SOAP DISPENSER NUMBER: B-826.18 FINISH: CHROME FINISH NOTE: PROVIDE AC ADAPTOR 826.20 15 NEW DOOR MOUNTED ACCESSIBLE SIGNAGE FOR ALL GENDER RESTROOM NUMBER: SBH12W SIZE: 12" CIRCLE COLOR: WHITE 20 NEW WALL MOUNTED ACCESSIBLE SIGNAGE FOR ALL GENDER RESTROOM NUMBER: SB443 SIZE: 8"X8" COLOR: WHITE 21 STEEL KICK PLATE: SIZE: 10" HIGH X 36" FINISH: BRUSHED STAINLESS STEEL NOTE: PROVIDE ON INSIDE RESTROOM DOOR. 22 ROUND DRAIN COVER: FINISH: STAINLESS STEEL BRUSHED FINISH NOTE: SEE PLUMBING DRAWINGS. 23 4 VANITY MIRROR: MANUF.: BOBRICK SIZE: NUMBER: 24"L X 36"H B-290 NAME: WELDED-FRAME MIRROR BABY CHANGING TABLE: MANUF.: KOALA MODEL: KB300 HORIZONTAL SURFACE-MOUNTED FINISH: BEIGE 00 NOTE: PROVIDE BACKING IN WALL PER MANUFACTURER SPECS 18 NEW WALL MOUNTED ACCESSIBLE SIGNAGE FOR MEN'S RESTROOM NUMBER: SBH12W SIZE: 6"X8" COLOR: WHITE 19 NEW WALL MOUNTED ACCESSIBLE SIGNAGE FOR WOMEN'S RESTROOM NUMBER: SB443 SIZE: 6"X8" COLOR: WHITE 2 WALL MOUNTED ADA COMPLIANT URINAL: MANUF.: AMERICAN STANDARD NAME: WASHBROOK FLOWISE 0.125 GPF ULTRA HIGH EFFICIENCY URINAL NUMBER: 6590.125, TOP SPUD, 3/4" OUTLET FINISH: WHITE NOTE: ULTRA HIGH EFFICIENCY (0.125 GPF/ 0.5 LPF) FLUSH VALVE: "AMERICAN STANDARD SELECTRONIC" URINAL FLUSH VALVE, #6063.013.002, DC POWER (TOP SPUD) POLISHED CHROME. 2A WALL MOUNTED URINAL: MANUF.: AMERICAN STANDARD NAME: WASHBROOK FLOWISE 0.125 GPF ULTRA HIGH EFFICIENCY URINAL NUMBER: 6590.125, TOP SPUD, 3/4" OUTLET FINISH: WHITE NOTE: ULTRA HIGH EFFICIENCY (0.125 GPF/ 0.5 LPF) FLUSH VALVE: "AMERICAN STANDARD SELECTRONIC" URINAL FLUSH VALVE, #6063.013.002, DC POWER (TOP SPUD) POLISHED CHROME NOTE 1: INSTALL URINAL AT STANDARD HEIGHT AT ALL NON-ADA COMPLIANT WATER CLOSET LOCATIONS 13 FLOOR MOUNTED TOILET PARTITIONS:: MANUF.: METPAR CO. MODEL: THE LUXOR METPAR TYPE: FT-700 FLOOR MOUNTED MATERIAL: POWDER COAT FINISH FINISH: # NICKEL SILVER NOTE: PROVIDE DOOR HOOK BEHIND EACH STALL DOOR 3A ADA COMPLIANT SINK: MANUF.: KOHLER NAME: UNDERCOUNTER MOUNTED NUMBER: K-2211, WITH OVERFLOW, WITH CLAMPS F INISH: WHITE SIZE: BASIN AREA: 19" W x 15" L, OVERALL DIM: 21 1/4" W x 17 1/4" L FAUCET: SLOAN OPTIMA SYSTEMS ETF-600 ELECTRONIC HAND WASHING FAUCET, POLISHED CHROME FINISH 14 WALL MOUNTED URINAL SCREEN: MANUF.: METPAR CO. MODEL: TYPE "WH" WALL HUNG URINAL SCREEN FINISH: STAINLESS STEEL SIZE: 18" DEEP x 42" HIGH 17 NEW DOOR MOUNTED ACCESSIBLE SIGNAGE FOR MEN'S RESTROOM NUMBER: SBH12M SIZE: 12" TRIANGLE COLOR: WHITE 16 NEW DOOR MOUNTED ACCESSIBLE SIGNAGE FOR WOMEN'S RESTROOM NUMBER: SBH12W SIZE: 12" CIRCLE COLOR: WHITE 11 AUTOMATIC LAVATORY MOUNTED LIQUID SOAP DISPENSER: MANUF.: BOBRICK NUMBER: B-826.18 (BATTERY OPERATED FINISH: STAINLESS STEEL 4 SCALE 3/8" = 1'-0" ELEVATIONS AT TESTING RESTROOM 01 #114 NOTE: *REFER TO SHEET A-5.0 FOR FINISH SCHEDULE. 3 SCALE 3/8" = 1'-0" ELEVATIONS AT TESTING RESTROOM 02 #112 NOTE: *REFER TO SHEET A-5.0 FOR FINISH SCHEDULE. WT2 SEMI GLOSS P METAL 4 STRIP TYP. WT2SEMI GLOSS P4 SEMI GLOSS P4 WT2 SEMI GLOSS P METAL 4 STRIP TYP. WT2 SEMI GLOSS P METAL 4 STRIP TYP. WT2 SEMI GLOSS P METAL 4 STRIP TYP. SEMI GLOSS P4 WT2 SEMI GLOSS P4 METAL STRIP TYP. 1 SCALE 3/8" = 1'-0" ELEVATIONS AT MEN'S RESTROOM #109 2 SCALE 3/8" = 1'-0" ELEVATIONS AT WOMEN'S RESTROOM #110 WT1 WT1 METAL STRIP TYP. B2 P4 B2 WT1 P4 B2 WT1 P4 P4 SS1 PL3 P4 P4 P4 B2 SS1PL3 P4 B2 B2 SS1PL3 P4 P4 P4 B2 WT1 P4 P4SS1 PL3 B2 P4WT1 B2 B2 B2 B2 B2 B2 B2 B2B2 B2 B2 B2 B2 B2 B2 B2 METAL STRIP TYP. METAL STRIP TYP. METAL STRIP TYP. METAL STRIP TYP. METAL STRIP TYP. METAL STRIP TYP. 08/16/24 ISSUE FOR ENGINEERING 08/29/24 ISSUE FOR PLAN CHECK NELSON
ALGAZE
No. C-21090
REN. 03/31/2025
L ,CENSE' ARC+,7EC7S7A7E O) CAL , )ORN ,A
87 +44" +24"
S
N N N N
S N +9'-0" +9'-0" +44" +24"
S
N N N N
S N +9'-0" +9'-0" +44" +24"
S
N N N N
S N SFEC PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 08/06/24 X.X. X.X. 635036 CULV E R C I T Y , C A • I RV INE , C A • LOS ANGE L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. ALISO VIEJO, CA 92656 27141 ALISO CREEK RD. 1ST FLOOR OC-HCA 3 A-0.7A
- 44" MAX 1A BASE BUILDING RESTROOM ACCESSIBILITY PLANS A-0.7AS NOTED TYP. ACCESSORY MOUNTING DIMENSIONS 3 SCALE: NTS INSULATE HOT AND COLD WATER WATER LAV-1 MIRROR MIRROR @ COUNTERTOP OPEN COMPARTMENT (SEE SCHEDULE) TOILET DISPENSER TOILET TISSUE SANITARY FACILITIES SUPPLY AND DRAIN PIPES 3 - 4A 13 14
7 SCREEN WITH DISPOSAL WASTE RECEPTACLE TAMPON VENDOR SANITARY NAPKIN/ DISPENSER AND PAPER TOWEL - 10
- - BAR ACCESSIBLE GRAB
8 BAR ACCESSIBLE GRAB 8A
SOAP DISPENSER 11 SOAP DISPENSER BAR ACCESSIBLE GRAB
- BAR ACCESSIBLE GRAB
- 13-1/2" MIN UR-1 UR-2 H.C. 2 2 H.C. 12 WC-1 ACCESSIBLE-FLOOR/WALL MOUNTED WC-1 ACCESSIBLE-FLOOR/WALL MOUNTED 1A WC-1 WC-1 - ACCESSIBLE-FLOOR/WALL MOUNTED ACCESSIBLE-FLOOR/WALL MOUNTED 36" MIN.12" MIN. 24" MIN. 33"-36" 42" MIN. 12" 24" MIN MAX. FLUSH VALVE WIDE SIDE 17" TO
19" MAX. 17"-18" 17" TO
19" MAX. 17" MAX. 17" MAX. TRANSFER SIDE
18"
IF NOT
TEMPERED
5'-0" 2'-0" V.I.F. 3'-4" MAX. 3'-4" MAX.
3'-4" MAX. 17" MIN. 11" MIN. 2'-3" MIN. 9" MIN. 6" MAX. 2'-5" MIN. 2'-10" MAX. 36" MAX. 19" 7"-9" MAX. 17"-18" 33"-36" TOP OF GRIP 36" 24" MIN. 12" MIN. 24" MIN.42" 12" MAX. 54" MIN. 17"-18" 33"-36" 33"-36" 36" 24" MIN. 12" MIN. 24" MIN.42" 12" MAX. 54" MIN. WALL MOUNTED COUNTER TOP MOUNTED TOP OF FIN. FLR. 3'-4" MAX. 3'-4" MAX. 3'-4" MAX. 3'-4" MAX. OPEN 5'-0" 1'-0" 5'-10" 2'-0" STD. 2'-10" HCP. 33" MAX. BABY CHANGING TABLE SEAT COVER DISPENSER COMBINATION SEAT COVER DISPENSER 54" MIN. 19" MIN. TO
OPENING SANITARY NAPKIN DISPOSAL UNIT
5'-0" CL 16 17 18 19 A TRIANGLE SYMBOL SHALL BE LOCATED AT ENTRANCES TO MEN’S TOILET AND BATHING FACILITIES. THE TRIANGLE SYMBOL SHALL BE AN EQUILATERAL TRIANGLE 1/4 INCH (6.4 MM) THICK WITH EDGES 12 INCHES (305 MM) LONG AND A VERTEX POINTING UPWARD. THE COLOR OF THE TRIANGLE SYMBOL SHALL CONTRAST WITH THE COLOR OF THE DOOR OR SURFACE ON WHICH THE TRIANGLE SYMBOL IS MOUNTED, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. A CIRCLE SYMBOL SHALL BE LOCATED AT ENTRANCES TO WOMEN’S TOILET AND BATHING FACILITIES. THE CIRCLE SYMBOL SHALL BE 1/4 INCH (6.4 MM) THICK AND 12 INCHES (305 MM) IN DIAMETER. THE COLOR OF THE CIRCLE SYMBOL SHALL CONTRAST WITH THE COLOR OF THE DOOR OR SURFACE ON WHICH THE CIRCLE SYMBOL IS MOUNTED, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. NOTES 1. THESE SYMBOLS' COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR AND CONTRAST OF THE DOORS. 2. REFER TO DOOR HARDWARE GROUP SECTION OF THE SPECS. FOR ADA REQUIRED RESTROOM SIGNS AND LOCATIONS. TOP OF FLR. FIN. AT DOOR 15 20 A COMBINED CIRCLE AND TRIANGLE SYMBOL SHALL BE LOCATED AT ENTRANCES TO UNISEX TOILET AND BATHING FACILITIES. THE COMBINED CIRCLE AND TRIANGLE SYMBOL SHALL CONSIST OF A CIRCLE SYMBOL 1 /4 INCH (6.4 MM) THICK AND 12 INCHES (305 MM) IN DIAMETER WITH A 1 /4 INCH (6.4 MM) THICK EQUILATERAL TRIANGLE SYMBOL SUPERIMPOSED ON AND GEOMETRICALLY INSCRIBED WITHIN THE 12-INCH (305 MM) DIAMETER OF THE CIRCLE SYMBOL. THE VERTICES OF THE TRIANGLE SYMBOL SHALL BE LOCATED 1/4 INCH (6.4 MM) MAXIMUM FROM THE EDGE OF THE CIRCLE SYMBOL WITH A VERTEX POINTING UPWARD. THE COLOR OF THE TRIANGLE SYMBOL SHALL CONTRAST WITH THE COLOR OF THE CIRCLE SYMBOL, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. THE COLOR OF THE CIRCLE SYMBOL SHALL CONTRAST WITH THE COLOR OF THE DOOR OR SURFACE ON WHICH THE COMBINED CIRCLE AND TRIANGLE SYMBOL IS MOUNTED, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND MOUNT BRAILLE SIGNAGE TO STRIKE SIDE OF DOOR, TYP. AT WALL MEN WOMEN RESTROOM 5'-0" BOTTOM OF HIGHEST LINE OF TEXT 4'-0" BOTTOM OF
LOWEST LINE OF BRAILLE 6" 6" 2" 6" 6" 2" 6" 6" 2"
5 SCALE 1/4" = 1'-0" ENLARGED CONSTRUCTION PLAN - MEN'S RESTROOM & WOMEN'S RESTROOM 109 & 110 MEN'S RESTROOM 109 WOMEN'S RESTROOM 110 TESTING RESTROOM 02 112 RESTROOM 134 9 SCALE 1/4" = 1'-0" 13 ENLARGED CONSTRUCTION PLAN - TESTING RESTROOM 02 112 SCALE 1/4" = 1'-0" 17 SCALE 1/4" = 1'-0" ENLARGED CONSTRUCTION PLAN - RESTROOM 134 ENLARGED CONSTRUCTION PLAN - TESTING RESTROOM 01 114 7 SCALE 1/4" = 1'-0" 11 ENLARGED FINISH PLAN - MEN'S RESTROOM & WOMEN'S RESTROOM 109 & 110 SCALE 1/4" = 1'-0" 15 ENLARGED FINISH PLAN - TESTING RESTROOM 02 112 SCALE 1/4" = 1'-0" 19 SCALE 1/4" = 1'-0" ENLARGED FINISH PLAN - RESTROOM 134 ENLARGED FINISH PLAN - TESTING RESTROOM 01 114 6 SCALE 1/4" = 1'-0" 10 ENLARGED CEILING PLAN - MEN'S RESTROOM & WOMEN'S RESTROOM 109 & 110 SCALE 1/4" = 1'-0" 14 ENLARGED CEILING PLAN - TESTING RESTROOM 02 112 SCALE 1/4" = 1'-0" 18 SCALE 1/4" = 1'-0" ENLARGED CEILING PLAN - RESTROOM 134 ENLARGED CEILING PLAN - TESTING RESTROOM 01 114 GENERAL NOTES 1. FOR RESTROOM FINISHES, REFER TO FINISH SCHEDULE THIS SHEET; FOR RESTROOM EQUIPMENTS SCHEDULE, REFER TO EQUIPMENTS SCHEDULE THIS SHEET. 2. REFERENCE MILLWORK NOTES ON SHEET A-30.5 SPECIFICATIONS AND GENERAL REQUIREMENTS. 3. FOR LIGHT FIXTURES REFERENCED ON PLANS, REFER TO SHEET A-4.0 FOR FIXTURE SCHEDULE. 4. GROUT LINES SHOULD BE FILLED AS CLOSE TO THE TOP AS POSSIBLE (EXCEPT FOR CUSHION EDGE TILE). ALL GROUT LINES SHALL BE UNIFORMLY FINISHED. 5. G.C. TO VERIFY IN FIELD THE WALL THICKNESS IF RECESSED RECEPTACLES SPECIFIED IN THE DRAWINGS WILL FIT WITHIN THE EXISTING FRAMING. NOTIFY SAA IN ADVANCE, IF THERE ARE ANY ISSUES. 6. ALL SCHLUTER STRIPS TO BE MITERED AT CORNERS, TYPICAL. AVOID SHARP EDGES. 7. PROVIDE INTERIOR AND OUTSIDE CORNERS AT COVED BASE TYPICAL. 8. FLOOR GROUND SURFACE SLOPE SHALL NOT BE STEEPER THAN 1:48 (2%) PER CBC 11B-305.2. TILE FLOOR TO SLOPE TO DRAIN 1/4" PER 1'-0" MAXIMUM. 9. WET FLOOR TILES SHALL HAVE A 0.60 STATIC COEFFICIENT OF FRICTION PER ASTM C1028. NOTES TO GC 1. GENERAL CONTRACTOR TO PROVIDE SUBMITTAL AND CONFIRM ALL ACCESSORIES ARE INSTALLED TO MEET ADA REQUIREMENTS. PLEASE COORDINATE ORIENTATION OF ACCESSORIES AND FIXTURES BASED ON FIELD CONDITIONS AND FINAL LAYOUT. EQUIPMENT SCHEDULES IS FOR REFERENCE, SOME VARIATION OF THE MODEL SHALL OCCUR AS REQUIRED IN THE FIELD. 2. GC TO FIELD VERIFY ALL EXISTING UTILITIES UNDER THE SINK TO ENSURE NEW FITTINGS SUCH AS FAUCETS, SOAP DISPENSERS, PLUMBING FIXTURES WILL BE ACCOMMODATED PER PLAN. NOTIFY SAA IN ADVANCE FOR ANY CONFLICTS AND DEVIATIONS. 3. GC TO FIELD VERIFY EXISTING CONDITIONS ABOVE THE CEILING AND NOTIFY SAA OF POTENTIAL CONFLICTS WHICH INCLUDE DUCTS, EXISTING FRAMING, ETC. CONSTRUCTION LEGEND EXISTING WALL TO REMAIN. EXISTING DOOR, DOOR FRAME AND DOOR HARDWARE IS TO REMAIN AT LOCATION SHOWN. NEW CONSTRUCTION, TYPICAL PARTITION UNLESS OTHERWISE NOTED. PARTITION TYPE SYMBOL. SEE PARTITION TYPES LEGEND ON SHEET A-2.0 FOR REFERENCED DETAILS. NEW SINGLE DOOR, DOOR FRAME AND HARDWARE. ROOM KEY SYMBOL ROOM NAME ROOM NUMBER XXNAME 100 # RESTROOM EQUIPMENT SCHEDULE. REFER TO SHEET A-0.7A. INDICATES FULL TILE. RESTROOM EQUIPMENT SCHEDULE FOR EQUIPMENT TAG REFERENCED ON PLANS, REFER TO SHEET A-0.7A. NEW DRYWALL CEILING, HEIGHT IS INDICATED IN BUBBLE IF NOT STANDARD. REFER TO DETAIL A-30.2. +X'-X" CEILING HEIGHT AS INDICATED. REFLECTED CEILING LEGEND 4" DIA. ROUND RECESSED LED WITH FLANGE. REFER TO LIGHT FIXTURE SCHEDULE ON SHEET A-4.0. RESTROOM FINISH LEGEND WALL FINISH TYPE OF FINISH FINISH NUMBER SPECIAL FINISH TYPE OF FINISH FINISH NUMBER XXXXXXXX PATTERN DIRECTION FLOOR BASE TYPE OF FINISH FINISH NUMBER FLOOR FINISH TYPE OF FINISH FINISH NUMBER XXXXXXXX FLOOR TRANSITION FINISH SCHEDULE :FLOOR TILE :RESTROOMS :DALTILE MARAZZI :SOCIETY PARK LANE GRAY :SO47 :12X24 : MATTE :#542 GRAY STONE :PER MANUFACTURER SPECS - STAGGERED INSTALLATION, OVERLAP SHOULD NOT EXCEED 3% :PROVIDE 4" BASE CUT IN FIELD AT WATER HEATER CLOSET AND WASHER/DRYER 1/8" GROUT LINE THICKNESS MAX. PER MANUFACTURER SPEC. ITEM LOCATION MANUFACTURER STYLE COLOR SIZE FINISH GROUT INSTALLATION NOTE FT1 :ACCENT PAINT (RESTROOMS) :REFER TO PLANS :DUNN EDWARDS :WARM WHITE DEW380 :SEMI-GLOSS TYPICAL, FLAT AT CEILING :2 COATS MINIMUM :KIM HAMPTON ([email protected]) ITEM LOCATION MANUFACTURER COLOR FINISH INSTALLATION CONTACT P 4 :WALL TILE :RESTROOMS :EMSER TILE :CATCH :ICE :4X16 :CUSTOM BUILDING PRODUCTS PRO FUSION #640 ARCTIC WHITE :6'-6" AFF WITH TRANSITION STRIP AT TOP :JUAN CAMARILLO, [email protected], 323-854-8894 ITEM LOCATION MANUFACTURER STYLE COLOR SIZE GROUT NOTE CONTACT WT1 :WALL BASE :REFER TO PLANS - RESTROOMS :DALTILE :PARK LANE GREY :SO47 :6" X 12" :CUSTOM BUILDING PRODUCT, GROUT COLOR: #542 GRAYSTONE :ALIGN GROUT LINE BASE AND WALL :MIRA CLUTTER ([email protected]), C: 714-213-9500 ITEM LOCATION MANUFACTURER STYLE COLOR SIZE INSTALLATION NOTE CONTACT B
2 R2.1 PROVIDE WALL BACKING FOR NEW MIRROR, AS REQUIRED. R2.2 PROVIDE SUPPORT IN WALL FOR GRAB BARS PER MANUFACTURER SPECIFICATIONS. RESTROOM CONSTRUCTION KEYNOTES RESTROOM REFLECTED CEILING KEYNOTES R4.1 PROVIDE NEW ACCESS PANEL. REFER TO ENGINEERING DRAWINGS, PAINT TO MATCH CEILING. RESTROOM FINISH KEYNOTES R5.2 NEW FLOOR DRAIN COVER, STAINLESS STEEL BRUSHED FINISH. R5.1 R5.3 ALL FLOOR AND WALL BASE TILE GROUT LINES TO ALIGN, TYP, U.O.N. GENERAL CONTRACTOR TO CONFIRM NEW/EXISTING SUBSTRATE THAT WILL BE RECEIVING NEW WALL TILE WT-1 AND WT-2 IS STRAIGHT AND APPROPRIATE TO RECEIVE STAGGERED SUBWAY TILE INSTALLATION (50% OVERLAP); REVIEW FIELD CONDITIONS AND PROVIDE ALLOWANCE IF REQUIRED. FT1 R5.3 R5.2 R5.1 WT2 P 4 B
2 FT1 R5.3 R5.2 R5.1 WT2 P
4 B
2 FT1 R5.3 R5.2 R5.1WT2 P
4 B
2 P4 CLG. R4.1 P
4 CLG. R4.1 P
4 CLG. R4.1
P4 CLG. R4.1 P
4 CLG. R4.1 R2.2 A
B
C D 15 20
24" MIN. 9'-2" 36" MIN. 59" MIN. 8A 17"-18" 8 1A 60" MIN DIAMETER CLEAR. 1'-6" R2.1 43 30"X48" CLEAR SPACE 8'-0" TESTING RESTROOM 01 114 20 8'-0" 15 R2.2 A B
C D
4 A-0.7A
24" MIN. 9'-2" 36" MIN. 59" MIN.1'-6" R2.1
43 30"X48" CLEAR SPACE 60" MIN DIAMETER CLEAR. 8A 1A 8 17"-18" 15 7'-7" 20 R2.2 7'-7" 24" MIN. 8A 17"-18"81A 60" MIN DIAMETER CLEAR. 30"X48" CLEAR SPACE 1'-6" R2.1 3 4
A
B
C D EXISTING DRYWALL CEILING TO REMAIN. 17 16 18 19 8A
81A 8A
81A 1A 1A1A1A R2.2 R2.2 60" MIN DIAMETER CLEAR. 60" MIN DIAMETER CLEAR. 30"X48" CLEAR SPACE 30"X48" CLEAR SPACE 2'-0" 2'-0"
17"-18"
17"-18" 24" MIN. 24" MIN. 12'-5" 15'-6"
B
C D
1 A-0.7A
5'-1" 2'-2" 2'-11" 4'-11"
EQ. EQ. 2'-0" 30"X48" CLEAR SPACE
5'-1" 3'-4" 2'-2" 5'-0" 3'-0" 3'-0" 4'-1" 4'-0" 4'-0" 22A 24 12A 3A 3A 13 TYP. 13 TYP. 11 14 3A 11 3A 11 11 3A 11 3A 11 3A B C D
2 A-0.7A RESTROOM 134 RESTROOM 134 TESTING RESTROOM 01 114 TESTING RESTROOM 01 114 TESTING RESTROOM 02 112 TESTING RESTROOM 02 112 MEN'S RESTROOM 109 WOMEN'S RESTROOM 110 MEN'S RESTROOM 109 WOMEN'S RESTROOM 110 1 A-0.7B 1A A-0.7A 2A A-0.7A 23 SS1 PL3 :PLASTIC LAMINATE :REFER TO PLANS - RESTROOMS :FORMICA :STAINLESS ALUMINUM M4194-99 :EMILY DUBAN, [email protected], 949-301-7535 ITEM LOCATION MANUFACTURER COLOR FINISH :SOLID SURFACE :MILLWORK-HORIZONTAL SURFACES :VADARA :PHANTOM TRAIL V814 :STUART AYERS, [email protected], 844-482-3272 ITEM LOCATION MANUFACTURER COLOR CONTACT PL3SS1 SS1 PL3 WT1 WT1 4'-0"
4'-0" 4'-0" 6'-0" 6'-0" 6'-0" PROVIDE DOUBLE BEVELED STONE THRESHOLD. VERIFY EXACT DIMENSIONS IN FIELD. COLOR: CARRARA WHITE MARBLE M701-POLISHED. R5.4 R5.4 R5.4 R5.4 R5.4 R5.4 R5.4 C
L 1'-6" 4'-6"
C
L 1'-6" 4'-6"
LC
C
L C
L CL CL
C
L
C
LCLCLCLCL
CLC
LCL
CL
C
L 1'-6" 4'-0" 4'-0" 5'-3" 1'-6"
2'-6" 2'-0" 2'-0" EQ. EQ.
EQ. EQ. 2'-0" 2'-0" EQ. EQ.
EQ. EQ. LF-4 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 R5.3 R5.2 R5.1 R5.3 R5.2 R5.1 FT1 P 4 B
2 FT1 P
4 B
2 :WALL TILE - AT SINGLE RESTROOMS :RESTROOMS :EMSER TILE :CATCH :ICE :4X10 :CUSTOM BUILDING PRODUCTS PRO FUSION #640 ARCTIC WHITE :6'-6" AFF WITH TRANSITION STRIP AT TOP :JUAN CAMARILLO, [email protected], 323-854-8894 ITEM LOCATION MANUFACTURER STYLE COLOR SIZE GROUT NOTE CONTACT WT2 10 10 10 08/16/24 ISSUE FOR ENGINEERING 08/29/24 ISSUE FOR PLAN CHECK NELSON
ALGAZE
No. C-21090
REN. 03/31/2025
L ,CENSE' ARC+,7EC7
S7A7E O) CAL , )ORN ,A
88 ELEVATION A
9'-0" CEILING HEIGHT
33"-36" TOP OF GRAB BAR 12" MAX. 42" MIN. 54" MIN. 6'-6" 17" TO 19" MAX.
9'-0" CEILING HEIGHT ELEVATION B ELEVATION C
9'-0" CEILING HEIGHT 2'-10" 6'-6" ELEVATION D
2'-10" 3'-4" MAX. 1'-6" 17"-18" 12" MIN. 24" MIN. 36" MIN. 33"-36" TOP OF GRAB BAR CL 17" TO 19" MAX. 6'-6" 9'-0" CEILING HEIGHT ELEVATION A ELEVATION B ELEVATION C ELEVATION D 2'-10" CEILING HEIGHT V.I.F. 6'-6"
3'-4" MAX. 1'-6" 17"-18" 12" MIN. 24" MIN. 36" MIN. 33"-36" TOP OF GRAB BAR CL 17" TO 19" MAX.
CEILING HEIGHT V.I.F.
33"-36" TOP OF GRAB BAR 12" MAX. 42" MIN. 54" MIN. 6'-6" 17" TO 19" MAX.
CEILING HEIGHT V.I.F.
2'-10"
6'-6" CEILING HEIGHT V.I.F. +9'-0" RESTROOM ELEVATIONS A-0.7BAS NOTED PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 08/06/24 X.X. X.X. 635036 CULV E R C I T Y , C A • I RV INE , C A • LOS ANGE L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. ALISO VIEJO, CA 92656 27141 ALISO CREEK RD. 1ST FLOOR OC-HCA 1 SCALE 3/8" = 1'-0" ELEVATIONS AT RESTROOM #134 NOTE: *REFER TO SHEET A-5.0 FOR FINISH SCHEDULE. WT2 SEMI GLOSS P4 METAL STRIP TYP. WT2 SEMI GLOSS P METAL 4 STRIP TYP. WT2 SEMI GLOSS P METAL 4 STRIP TYP. SEMI GLOSS P4 8 SCALE 12 NOT USED SPECIFY SCALE NOT USED SPECIFY 16 SCALE NOT USED SPECIFY 7 SCALE 1/4" = 1'-0" 11 ENLARGED CEILING PLAN - CLIENT RESTROOM 173 SCALE 1/4" = 1'-0" 15 ENLARGED FINISH PLAN - CLIENT RESTROOM 173 SCALE NOT USED SPECIFY 19 SCALE NOT USED SPECIFY 14 SCALE NOT USED SPECIFY 18 SCALE NOT USED SPECIFY 13 SCALE 17 NOT USED SPECIFY SCALE NOT USED SPECIFY PLUMBING OCCUPANCY CALCULATIONS WATER CLOSETS TOTAL USABLE SQUARE FOOTAGE OF 1ST FLOOR: 18,096 SQ. FT. 18,096 SQ. FT. / 200 OCCUPANT LOAD FACTOR = 90 TOTAL OCCUPANTS 90 TOTAL OCCUPANTS / 2 = 45 MALE OCCUPANTS AND 45 FEMALE OCCUPANTS REQUIRED # OF FIXTURES PROVIDED FIXTURES MEN'S RESTROOM WOMEN'S RESTROOM 2 2 4 4 URINALS REQUIRED # OF FIXTURES PROVIDED FIXTURES MEN'S RESTROOM WOMEN'S RESTROOM 1 2 - - LAVATORIES REQUIRED # OF FIXTURES PROVIDED FIXTURES MEN'S RESTROOM WOMEN'S RESTROOM 2 3 2 3 DRINKING FOUNTAIN = 1 PER 150 3 SCALE 1/4" = 1'-0" ENLARGED CONSTRUCTION PLAN - CLIENT RESTROOM 173 B2 B2 B2 B2 2 SCALE 3/8" = 1'-0" ELEVATIONS AT CLIENT RESTROOM #173 NOTE: *REFER TO SHEET A-0.7 FOR CONSTRUCTION/REFLECTED CEILING/FINISH KEYNOTES 2 A-0.7B CLIENT RESTROOM 173 FT1 R5.3 R5.2 R5.1 P4 B2 P4 CLG. R4.1 R2.2 A B C D 15 20 24" MIN. 8'-0" 8A 8 17"-18" 1A 60" MIN DIAMETER CLEAR. 1'-6" R2.1 4 3 30"X48" CLEAR SPACE R5.4 LF-3 CLIENT RESTROOM 173 CLIENT RESTROOM 173 9'-5" LF-3 CL EQ. EQ. 1'-6" 4'-0" WT2 4'-0" FOR EQUIPMENT TAG REFERENCED ON PLANS, REFER TO SHEET A-0.7A. RESTROOM KEYNOTES RESTROOM EQUIPMENT SCHEDULE FINISH SCHEDULE NOTE: *REFER TO SHEET A-0.7 FOR FINISH SCHEDULE 10 WT2B2 SEMI GLOSS P4 SEMI GLOSS P4 SEMI GLOSS P4 SEMI GLOSS P4 B2 B2 B2 WT2 WT2 METAL STRIP TYP. METAL STRIP TYP. METAL STRIP TYP. 08/16/24 ISSUE FOR ENGINEERING 08/29/24 ISSUE FOR PLAN CHECK NELSON
ALGAZE
No. C-21090
REN. 03/31/2025
L ,CENSE' ARC+,7EC7S7A7E O) CAL , )ORN ,A
89 X X
X X X
X X
X X X +7 1/2" AFF +45 3/4" AFF +37 3/4" AFF FA FE FA FA FA FAFA FA FA W/H W/H FE EXISTING FLOOR PLAN 1/8" = 1'-0" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 10/22/24KL MP 635036 CULV E R C I T Y , CA • I RV INE , CA • LOS ANGE L E S , CA S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. ALISO VIEJO, CA 92656 27141 ALISO CREEK RD. 1ST FLOOR OC-HCA EXISTING SINGLE DOOR.
N LEGEND EXISTING WALL. AREA NOT IN CONTRACT (N.I.C.) EXISTING DOUBLE DOOR. 90 (E) SFEC DEMOLITION PLAN A-1.01/8" = 1'-0" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 08/06/24 X.X. X.X. 635036 CULV E R C I T Y , C A • I RV INE , C A • LOS ANGE L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. ALISO VIEJO, CA 92656 27141 ALISO CREEK RD. 1ST FLOOR OC-HCA EXISTING SINGLE DOOR TO REMAIN. CLEAN, REPAIR AND REPAINT DOOR PER FINISH PLANS AND DOOR SCHEDULE. DEMOLITION SHEET NOTES 1. REFER TO SHEETS A-0.2 AND A-0.3 FOR TYPICAL SPECIFICATIONS. REFER TO SHEET A-0.1 FOR GENERAL DRAFTING STANDARDS AND ABBREVIATIONS USED. REFER TO SHEET A-0.2 FOR GENERAL NOTES. REFER TO SHEET A-0.6A AND A-0.6B FOR DISABLED ACCESS NOTES. REFER TO SHEET A-0.1 FOR FIRE AND SAFETY NOTES. 2. REFER TO SHEET A-0.2 FOR TYPICAL DEMOLITION NOTES AND PATCHING AND CLEANING NOTES. N DEMOLITION KEYNOTES CONTRACTOR TO REMOVE EXISTING DOORS AND FRAMES U.O.N. RETURN TO BUILDING STORAGE AS DIRECTED BY BUILDING OWNER. 1.1 ALL DEMOLITION SCOPE OF WORK INCLUDING CEILING DEMOLITION TO BE DONE UNDER A SEPARATE PERMIT. CONTRACTOR TO REFER TO SEPARATE DEMOLITION SET FOR FURTHER QUESTIONS. 1.2 DEMOLITION LEGEND EXISTING WALL TO REMAIN. AREA NOT IN CONTRACT (N.I.C.) EXISTING DOUBLE DOOR TO REMAIN. CLEAN, REPAIR AND REPAINT DOOR PER FINISH PLANS AND DOOR SCHEDULE. EXISTING DOUBLE DOOR TO BE REMOVED. REFER TO DEMOLITION KEYNOTES FOR MORE INFORMATION. 1.1 EXISTING FIRE EXTINGUISHER TO REMAIN. (E) SFEC 1.2 THROUGHOUT U.O.N. 08/16/24 ISSUE FOR ENGINEERING 08/29/24 ISSUE FOR PLAN CHECK NELSON
ALGAZE
No. C-21090
REN. 03/31/2025
L ,CENSE' ARC+,7EC7S7A7E O) CAL , )ORN ,A
91 SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC (E) SFEC PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 08/06/24 X.X. X.X. 635036 CULV E R C I T Y , C A • I RV INE , C A • LOS ANGE L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. ALISO VIEJO, CA 92656 27141 ALISO CREEK RD. 1ST FLOOR OC-HCAA-2.0 CONSTRUCTION PLAN 1/8" = 1'-0" LOBBY 100 RECEPTION 101 SERVICE CHIEF OFFICE 124 RESTROOM 134 CLIENT RESTROOM 173 GROUP ROOM 01 172 GROUP ROOM 02 171 CLINICIAN'S OFFICE 01 168 LARGE CONFERENCE 163 PEER/MENTAL HEALTH WORKERS 158 SERVICE CHIEF OFFICE 157 CLINICIAN'S OFFICE 12 156 CLINICIAN'S OFFICE 11 155 INTERN OFFICE 01 152 SUPPLY/STORAGE /CHART 151 STAFF BREAK ROOM 147 EXIT VESTIBULE 148 GROUP ROOM 01 139 DOCTOR'S OFFICE 137 CLINICIAN'S OFFICE 12 136 MULTI PURPOSE OFFICE 132 OPEN WORK COLLABORATION 154 BLDG. JANITORS 149 PRIVATE OFFICE 167 CLUBHOUSE 174 SECURITY 102 FINANCE 104 CHECK IN 105 SUPERVISOR OFFICE 103 COPY ROOM 118 STORAGE 115 TESTING RESTROOM 01 114 MOTHER'S ROOM 108 MEN'S RESTROOM 109 MDF/IDF 111 PRIVATE OFFICE 144 GROUP ROOM 04 142 GROUP ROOM 03 140 PRIVATE OFFICE 116 CLIA STOR. 117 CLINICIAN'S OFFICE 02 169 CLINICIAN'S OFFICE 03 170 CLINICIAN'S OFFICE 04 166 CLINICIAN'S OFFICE 05 165 CLINICIAN'S OFFICE 06 164 CLINICIAN'S OFFICE 08 161 CLINICIAN'S OFFICE 07 162 CLINICIAN'S OFFICE 09 160 CLINICIAN'S OFFICE 10 159 INTERN OFFICE 01 153 GROUP ROOM 02 141 CLINICIAN'S OFFICE 13 135 LAUNDRY 133 CLINICIAN'S OFFICE 05 125 CLINICIAN'S OFFICE 06 126 CLINICIAN'S OFFICE 07 127 CLINICIAN'S OFFICE 01 123 CLINICIAN'S OFFICE 02 122 CLINICIAN'S OFFICE 03 121 CLINICIAN'S OFFICE 04 120 CLINICIAN'S OFFICE 10 130 CLINICIAN'S OFFICE 09 129 CLINICIAN'S OFFICE 08 128 CLINICIAN'S OFFICE 11 131 TESTING RESTROOM 02 112 TESTING OFFICE 113 VESTIBULE 107 WOMEN'S RESTROOM 110 CL CL
6 A-30.0TYP. 15'-0"
10'-0"
6'-0" 5'-0" 15'-9" 15'-9"
4'-10" ±5'-0" 10'-0" 8'-10" 6'-0" 10'-0" 8'-0" 13'-2" 8'-0" 3'-0" 16'-0" 11'-0" 11'-0" 5'-0" 9'-0" 5'-0" 6'-11" 5'-0"
11'-7" 11'-7" 5'-0" 5'-0" EQ. EQ.
16'-0" 2'-0" CL 16 A-30.0
2'-0" 5'-0" 11'-0" 5'-0" EQ. EQ. 5'-0" ±11'-9" ±23'-5" 12'-4" 10'-0" 10'-0" 10'-0" 5'-0" CL 3'-0" 5'-0"
CL OF DOOR 2'-6" 10'-0" 10'-0" 10'-0" 10'-0" HALLWAY 106 HALLWAY 119 HALLWAY 138 HALLWAY 150 2'-7" 3'-6" 11'-0" EQ. EQ.
12'-0" 5'-0" 11'-0" 11'-0" 10'-0" 10'-0" 10'-0" 5'-0" 10'-4" 10'-4" 10'-4" CL 11'-0" 11'-0" 5'-0" 11'-0" 11'-0" 139 B 1 140 B 1 137 B 2 136 B 2 135 B 2 132 B 2 131 B 2 130 B 2 129 B 2 128 B 2 144 A 2 143 B 2 125 B 2 126 B 2 127 B 2 118 A 3 124 B 2 123 B 2 122 B 2 121 B 2 120 B 2 116 A 2 117 A 2 141 B 1 142 B 1 146 A 2 115 A 2 106 F 2 100
F 2 150
F 2 103 C 2 105 B 2 104 B 2 101 B 2 174
F 2 107
F 2 172 B 1 171 B 1 170 B 2 169 B 2 168 B 2 166 B 2 165 B 2 164 B 2 161 B 2 162 B 2 155 B 2 156 B 2 157 B 2 158 B 2 153 B 2 152 B 2 159 B 2 160 151 B 2 A 2 149 A 5 167 A 2 147A F 5 147
F 2 109 A 1 110 A 1 111 A 2 108 A 3 114 A 3 113 A 2 112 A 3 102 B 2 148 F 5 113A D 4 113B D 4 163 B 2 163A
B 2 173 A 3 101A
F 2 DOOR TYPE TYPE DETAIL DESCRIPTION NOTE: ALL NEW DOORS ARE TO BE 3'-0" WIDE MIN. UNLESS OTHERWISE NOTED. NOTE: ALL NEW DOOR PULL HARDWARE TO BE ACCESSIBLE, APPROVED "LEVER" TYPE. AREA NOT IN CONTRACT (N.I.C.). EXISTING CONSTRUCTION TO REMAIN. EXISTING DOOR, DOOR FRAME AND DOOR HARDWARE IS TO REMAIN AT LOCATION SHOWN. NEW CONSTRUCTION, TYPICAL PARTITION UNLESS OTHERWISE NOTED. PARTITION TYPE SYMBOL. SEE PARTITION TYPES LEGEND NEW SINGLE DOOR, DOOR FRAME AND HARDWARE. ROOM KEY SYMBOL ROOM NAME ROOM NUMBER - A1 EXTEND TO FACE OF FINISHED CEILING. PROVIDE INSULATION IN THE STUD CAVITY. NAME 100 NOTE: CONTRACTOR TO IDENTIFY IN BID AND INCLUDE IN PRICING ALL ITEMS LIKELY TO BE REQUIRED BY TITLE 24, CHAPTER 6 PART 141.0 AND 141.1 BASED ON SCOPE OF WORK SHOWN IN PLAN. THIS SHALL INCLUDE (AS APPLICABLE) BUT NOT LIMITED TO: DESEGREGATION OF ELECTRICAL PANELS, CONTROLLED RECEPTACLES, DAYLIGHTING CONTROLS, OCCUPANCY SENSORS, MULTI-LEVEL SWITCHING AND/OR DIMMING, DEMAND RESPONSE AND HVAC EFFICIENCY MEASURES. 1/4" COPPER WATER LINE SINGLE COMPARTMENT SINK. REFER TO ITEM #2 ON THE CONSTRUCTION SPECIFICATIONS ON SHEET A-0.3. ELEVATION A A. BUILDING STANDARD SINGLE INTERIOR DOOR TYPE: FRAME: HEIGHT: FINISH: 1. INTERIOR LATCHSET LATCHSET: HINGES: DOOR STOP: DUSTPROOF: STRIKE: SCHLAGE L9010 03A 626 PBB81 4.5X4.5 US26D HAGER 241F US26D BUILDING STANDARD BUILDING STANDARD WHITE OAK SOLID WOOD BUILDING STANDARD WESTERN INTEGRATED ALUMINUM, CLEAR ANODIZED ALUMINUM 8'-10" FACTORY FINISH WITH CLEAR VARNISH DOOR ELEVATIONS 36" 20A&B 20E 20A - HEAD DETAIL 20E - JAMB DETAIL TYPICAL NOTES: 1. REFER TO SHEET A-2.0 FOR PARTITION TYPES. 2. REFER TO DOOR SCHEDULE FOR DOOR, FRAMES AND FINISHES. 3. ALL GLAZING THICKNESS TO BE PER PROVIDED DETAILS ON A-30.4, U.O.N. 4. AT ONE HOUR PARTITIONS USE 45 MIN. FIRE RATED MET. FRAMES AND CLEAR, WIRED-GLASS WITH THICKNESS PER PROVIDED DETAILS ON A-30.4. WIRED TO RUN IN A HORIZ. DIRECTION, U.O.N. 1/A-30.0 BUILDING STANDARD, SEMI - RECESSED FIRE EXTINGUISHER CABINET. REFER TO DETAILS #9 AND #10/A-30.0. REFER TO SHEET A-0.3 FOR SPECIFICATIONS. SFEC DOOR NUMBER DOOR TYPE DOOR HARDWARE 100 A 1 2. INTERIOR LOCKSET LOCKSET: HINGES: DOOR STOP: DUSTPROOF: STRIKE: NOTE: SCHLAGE L9050L 03A 626 MORTISE LOCKSET PBB81 4.5X4.5 US26D HAGER 241F US26D BUILDING STANDARD BUILDING STANDARD PROVIDE BUILDING STANDARD CLOSER AT DOORS WITH KEYCARD READER. PROVIDE CLOSER AT WATER HEATER CLOSET #132A 3. INTERIOR LOCKSET - PRIVACY LOCKSET: HINGES: DOOR STOP: DUSTPROOF: STRIKE: NOTE: SCHLAGE L9050L 03A 626 MORTISE LOCKSET PBB81 4.5X4.5 US26D HAGER 241F US26D BUILDING STANDARD BUILDING STANDARD PROVIDE PRIVACY INDICATOR E 2/A-30.0 WALL FURRING TO EXTEND 6" ABOVE FINISHED CEILING. NO INSULATION. NEW FRAMED GLASS PARTITION.
A 1/A-30.0 EXTEND TO FACE OF FINISHED CEILING. DOOR SCHEDULE CONSTRUCTION LEGEND DOOR DETAILS DOUBLE COMPARTMENT SINK. REFER TO ITEM #4 ON THE CONSTRUCTION SPECIFICATIONS ON SHEET A-0.3. 20B - HEAD DETAIL B1 5/A-30.0 EXTEND 6" ABOVE THE FINISHED CEILING. PROVIDE INSULATION IN THE STUD CAVITY. C1 3/A-30.0 FULL HEIGHT WALL. PROVIDE INSULATION IN THE STUD CAVITY. J2 11/A-30.4 FRAMED/FRAMELESS WINDOW WALL. B. BUILDING STANDARD SINGLE INTERIOR DOOR WITH GLASS PANEL TYPE: FRAME: HEIGHT: FINISH: GLASS: WHITE OAK SOLID WOOD BUILDING STANDARD WESTERN INTEGRATED ALUMINUM, CLEAR ANODIZED ALUMINUM 8'-10" FACTORY FINISH WITH CLEAR VARNISH CLEAR, TEMPERED ELEVATION B 36" 20A&B 20E SINGLE COMPARTMENT SINK. REFER TO ITEM #5 ON THE CONSTRUCTION SPECIFICATIONS ON SHEET A-0.3. DOOR HARDWARE LEVER: C. BUILDING STANDARD DOOR WITH SIDELIGHT TYPE: FRAME: HEIGHT: FINISH: GLASS FINISH: GLASS THICKNESS: WHITE OAK SOLID WOOD BUILDING STANDARD WESTERN INTEGRATED ALUMINUM, CLEAR ANODIZED ALUMINUM 8'-10" FACTORY FINISH WITH CLEAR VARNISH. CLEAR PER GLASS CHART A-30.4 ELEVATION C 36" REFER TO PLAN 20A 20F 20C HARDWARE NOTE: ELECTRIFIED HARDWARE TO BE PROVIDED BY TENANT'S SECURITY VENDOR. GENERAL CONTRACTOR TO PREP DOORS TO RECEIVE TENANT'S KEYCARD READER SYSTEM. ALL DOOR HARDWARE TO MATCH BUILDING STANDARD. REFER TO A-3.0 FOR KEYCARD READER LOCATIONS. NOTE: ALL NEW DOOR PULL HARDWARE TO BE ACCESSIBLE, APPROVED "LEVER" TYPE. NOTE: ALL NEW DOORS ARE TO BE 3'-0" WIDE MIN. UNLESS OTHERWISE NOTED. 20C - HEAD DETAIL 20F - JAMB DETAIL ELEVATION D 4. POCKET DOOR HARDWARE POCKET PULL: NOTE: D. BUILDING STANDARD POCKET DOOR TYPE: FRAME: HEIGHT: FINISH: WHITE OAK SOLID WOOD ASSA ABLOY PEMKO PF28200A WITH SOFT CLOSE 8'-0" H X 3' DOOR, MIN. 32" CLEAR WHEN DOOR IS OPEN. FACTORY FINISH WITH CLEAR VARNISH. 36" 3/4" THICK FIRE TREATED PLYWOOD BACKBOARD FOR TENANT'S TELEPHONE EQUIPMENT. SEE A-3.0 FOR ADDITIONAL DETAILS AND COORDINATE WITH TENANT'S IT TEAM FOR EXACT SIZE AND LOCATION. PAINT TO MATCH ADJACENT WALL. 2.4 2.5 PROVIDE BLOCKING FOR TENANT'S WALL MOUNTED TELEVISION. SEE DETAIL 11/A-30.5. 2.1 INFILL EXISTING WALL/DOOR OPENING. MATCH EXISTING STUD WIDTH, TAPE (FIRE TAPE, 1-HR RATED CONSTRUCTION IF REQUIRED) SAND, SMOOTH AND PREP FOR NEW FINISHES. 1/4" DIAMETER COLD COPPER WATER LINE FOR COFFEE MAKER WITH SHUT OFF VALVE. 1/4" DIAMETER COLD COPPER WATER LINE FOR REFRIGERATOR AND BOTTLE FILLER WITH SHUT OFF VALVE. 2.2 2.3 CONSTRUCTION KEYNOTES 2.6 2.8 REFER TO ENGINEERING DRAWINGS FOR PLUMBING REQUIREMENTS AND FIXTURES FOR NEW WATER HEATER CLOSET. PROVIDE JANITOR SINK AND FAUCET PER PLUMBING DRAWINGS. PROVIDE 4' H PARTIAL HEIGHT FRAMED SHATTER PROOF GLASS AT +40" AFF. FRAME TO MATCH DOOR ASSEMBLY ADJACENT. REFER TO ELEVATIONS FOR ADDITIONAL INFO. 2.9 FIELD VERIFY AND PONY UP EXISTING WALL TO DECK ABOVE WITH INSULATION IN STUD CAVITY TO MATCH WALL TYPE C1. REWORK EXISTING CEILING SYSTEM AND PROVIDE BUILDING STANDARD WALL ANGLES. 2.11 TOUCH UP / REPAIR EXISTING DOORS AND DOOR FRAMES LIKE NEW CONDITION (TYPICAL) IN SCOPE AREA. EXISTING PANIC HARDWARE TO REMAIN AT ALL EXTERIOR DOORS. COORDINATE WITH TENANT'S SECURITY VENDOR FOR ELECTRIFIED HARDWARE REQUIREMENTS, REPLACE EXISTING HARDWARE AS REQUIRED INCLUDING PUSH BAR, WEATHER STRIP, THRESHOLD, CLOSER, AND LOCKING DEVICE AS REQUIRED. PROVIDE DOOR PULL/LEVER FROM OUTSIDE, COORDINATE WITH TENANT SECURITY VENDOR FOR REQUIREMENTS. 2.12 2.14 PROVIDE LOCKS AT CABINET DOORS. ALL CABINET LOCKS TO BE ON SINGLE KEY. PRIVATE OFFICE #167 AND #144 TO BE LOCKED ON A SEPARATE MASTER KEY SEPARATE FROM REST OF THE FLOOR. COORDINATE WITH COUNTY FOR FINAL APPROVAL. 2.15 2.16 PROVIDE (1) FLOOR SINK IN EACH RESTROOM, PROVIDE SQUARE DRAIN COVER. 2.18 PROVIDE NEW BUILDING STANDARD SEMI-RECESSED FIRE EXTINGUISHER CABINET. REFER TO SHEET A-0.3 FOR SPECIFICATIONS. 2.17 CONTRACTOR TO PROVIDE BUILDING STANDARD DOOR STOP THROUGHOUT SCOPE AREA INCLUDING EXISTING TO REMAIN DOORS. VERIFY IN FIELD. 2.13 2.19 ALL LOCKS TO BE ON SINGLE KEY MASTER U.O.N. SERVICE CHIEF DOCTOR'S AND SUPERVISOR'S OFFICES #103, 124, 137 AND 157 LOCKED ON SAME MASTER KEY SEPARATE FROM REST OF THE FLOOR. COORDINATE WITH COUNTY FOR FINAL APPROVAL. 2.7 2.10 PROVIDE SOUND CAULKING AT MULLION CONNECTIONS THROUGHOUT TENANT SPACE. INFILL EXISTING DOOR OPENING, MATCH EXISTING GLAZING ADJACENT. WALL TYPE ASSA ABLOY PAIR OF PUSH/PULL ROCKWOOD 102-RKW 5-1/2" US26D FINISH PROVIDE BUMPER IN POCKET TO PREVENT DOOR FROM FULLY RECEDING.
N A2 TYP. C1 C1 C1 C1 C1 B1 A2 TYP. A2 TYP. A2TYP. A2 TYP. A2 TYP.
A C1 C1 C1 C1 C1 C1C1 C1 C1 C1 B1 B1 C1 C1 C1 C1 C1 B1 A A2 TYP. A2TYP. A2TYP. A2 TYP.
A A2 TYP. C1B1C1 B1 A A2TYP. J2 A2 TYP. A2 A2 A2 A2 EXTEND TO FACE OF FINISHED CEILING. PROVIDE INSULATION IN THE STUD CAVITY AND INSULATION BLANKET OVER CEILING. 1/A-30.0 2.1 2.1 2.3 2.3 2.32.3 2.3 2.5 2.5 2.6 2.11 THROUGHOUT, U.O.N. 2.13 2.15 2.14 2.16 2.16 2.16 2.7 2.7 2.7 2.10TYP. 2.10 TYP. 2.10TYP. 5 A-0.7 13 A-0.7
9 A-0.7 17 A-0.7 10 A-20.0 16 A-20.0 12 A-20.0 1C A-20.0 A-20.0 1 6 A-20.0
3 A-20.0 2 A-20.0
B A 6" 6" 12" 2.20 REPLACE DOOR HARDWARE TO A LOCKSET. 2.21 REPLACE DOOR HARDWARE TO PRIVACY LOCKSET. 2.20 2.21 2.11 2.12 2.11 2.5 E 2.11 2'-2" 2.18 E. BUILDING STANDARD SINGLE INTERIOR DOOR WITH GRILLED VENT TYPE: FRAME: HEIGHT: FINISH: WHITE OAK SOLID WOOD BUILDING STANDARD WESTERN INTEGRATED ALUMINUM, CLEAR ANODIZED ALUMINUM 7'-0" FACTORY FINISH WITH CLEAR VARNISH ELEVATION E 20E 36" 20A GRILL VENT 2'-0" 1'-6" 132A E 2 WATER HEATER CLOSET 132A 2.1 C1 2.8 C1 C1 B1 B1 B1 A2 2.18 2.11 2.12 6'-9" 2.11 2.12 2.18 2.18 C1 A1 2.5 2.5 2.11 2.12 2.11 2.18 2.11 2.12 2.11 2.11 2.18 2.11 2.11 2.18 2.5 2.11 2.12 2.9 C1 2.1 2.9 2.182.11 2.12 C1 2.18 2.4 2.18 A A 2.18 2.2 2.2 2.18 A A1 A1 OPEN COLLAB. 138A B1
CL 13 A-30.0
1'-10" 27'-5" C1 2.6 A A1 11 A-20.0 8'-0" 2'-0" 7'-0" 14'-0" EQ. EQ. EQ. EQ. EQ. ±10'-10"
60" MIN CLR 5. CORRIDOR LOCKSET LOCKSET: HINGES: DOOR STOP: DUSTPROOF: STRIKE: CLOSER: NOTE: SCHLAGE L9050L 03A 626 MORTISE LOCKSET PBB81 4.5X4.5 US26D HAGER 241F US26D BUILDING STANDARD BUILDING STANDARD BUILDING STANDARD F. BUILDING STANDARD SINGLE INTERIOR DOOR WITH GLASS PANEL TYPE: FRAME: HEIGHT: FINISH: GLASS: WHITE OAK SOLID WOOD BUILDING STANDARD WESTERN INTEGRATED ALUMINUM, CLEAR ANODIZED ALUMINUM 8'-10" FACTORY FINISH WITH CLEAR VARNISH CLEAR, TEMPERED, 7"X22" ELEVATION F 36" 20A&B 20E PROVIDE (1) LAYER OF DRYWALL LAMINATED OVER EXISTING POST. PREP TO RECEIVE P-1 FIELD PAINT. REFER TO FINISH PLAN FOR SPECIFICATION. 2.22 2.22 2.22 2.22 2.222.22 2.22 2.22 2.22 PROVIDE (1) ADDITIONAL LAYER OF 5/8" QUIETROCK STAGGER HUNG ON EACH SIDE FOR ADDITIONAL SOUND ATTENUATION. 2.23 2.7 2.23 2.23 2.15 2.14 A A 2.9 12" MIN.
18" MIN. 2.23 2.23 2.23 2.16
3 A-0.7B B1 A1 2.19 THROUGHOUT U.O.N. A2 2.17 A2A 15 A-20.0 7 A-20.0 CHART/SUPPLY/ STORAGE 146 CONFERENCE ROOM 143 08/16/24 ISSUE FOR ENGINEERING 08/29/24 ISSUE FOR PLAN CHECK NELSON
ALGAZE
No. C-21090
REN. 03/31/2025
L ,CENSE' ARC+,7EC7
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92 SURFACE POWER PANEL POWER PANEL POWER PANEL PANEL BOARD SWITCH BOARD SWITCH BOARD SWITCH BOARD SURFACE SURFACE SURFACE FIRE CONTROL PANEL BUILDING POWER TBB EPEPEPEP EPEP +36" SURFACE EPEP PANEL WITH 21 THERMOSTATS +7" SURFACE +42" GFI J GFI +18" SURFACE BLDG. ELECTRICAL ROOM
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N+44" PROVIDE POWER FOR AUTOMATIC PAPER TOWEL DISPENSER. BOBRICK B-29744, CONTRACTOR TO PROVIDE AND INSTALL FIXTURE, REFER TO #3/A-0.7 FOR MOUNTING HEIGHT. PROVIDE 6" MIN WALL PER MANUFACTURAL SPECIFICATION FOR SEMI RECESSED INSTALL. PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 08/06/24 X.X. X.X. 635036 CULV E R C I T Y , C A • I RV INE , C A • LOS ANGE L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. ALISO VIEJO, CA 92656 27141 ALISO CREEK RD. 1ST FLOOR OC-HCA POWER/ VOICE/ DATA PLAN A-3.0AS NOTED N WALL MOUNTED DUPLEX ELECTRICAL OUTLET. SEE ENGINEER'S DRAWINGS FOR CONDUIT SIZE. KEY CARD READER. PROVIDE (1) 3/4" CONDUIT AND A FLUSH MOUNTED SINGLE GANG BOX. CONDUIT IS TO STUB OUT 6" ABOVE CEILING, STUB OUT ON CORRIDOR SIDE. AT HINGE SIDE OF DOOR PROVIDE A 3/4" CONDUIT AT THE SECOND HINGE FROM THE BOTTOM TO 6" ABOVE THE CEILING, STUB OUT ON TENANT SIDE. REFER TO DETAIL 3/-. TELE COMMUNICATIONS/DATA WALL OUTLET. PROVIDE EMPTY J-BOX OR PLASTER RING & 3/4 DIA. EMPTY EMT CONDUIT STUBBED-UP @+/-6" ABOVE SUSP. CLG. W/ PROTECTIVE PLASTIC RING & PULL STRING/ TENANT'S VENDOR TO PROVIDE COVER PLATES AND PLENUM RATED CABLES. VERIFY SIZE OF CONDUIT WITH CABLING/PHONE VENDOR OR WHEN FEEDING MORE THAN (1) LOCATION. WALL MOUNTED DUPLEX ELECTRICAL OUTLET, SEPARATE CIRCUIT. SEE ENGINEER'S DRAWINGS FOR CONDUIT SIZE. WALL POWER IN-FEED JUNCTION BOX FOR WORKSTATIONS POWER AND TELEPHONE/DATA. VERIFY POWER REQUIREMENTS WITH THE FURNITURE VENDER AND THE ELECTRICAL DRAWINGS FOR THE NUMBER OF CIRCUITS TO BE PROVIDED. AT DATA/PHONE PROVIDE A DOUBLE GANG TELEPHONE BOX WITH SINGLE GANG MUD RING. PROVIDE 1-1/2" CONDUIT WITH PULL STRING AND STUB-UP AT +6" ABOVE THE CEILING WITH A SUPER FLEX CONDUIT, UNLESS OTHERWISE NOTED ON PLAN. EXACT LOCATIONS & POWER REQUIREMENTS TO BE DETERMINED BY TENANT'S FURNITURE VENDOR. K WHERE PLUS HEIGHT IS INDICATED, HEIGHT IF NOT STANDARD. REFER TO TYPICAL SHEET NOTE A-0.1 FOR MOUNTING HEIGHT INFORMATION. TYPICAL NOTE: POWER/ VOICE/ DATA LEGEND N INDICATES NEW OUTLET. G.F.I. INDICATES GROUND FAULT INTERRUPTER. FLUSH FLOOR MOUNTED FIRE RATED JUNCTION BOX, TELE/DATA AND DUPLEX OUTLET. VERIFY CONDUIT SIZE FOR DATA/TELE REQUIREMENTS. COORDINATE LOCATION W/ TENANT AND FURNITURE CONTRACTOR REQUIREMENTS. FLUSH FLOOR MOUNTED RATED JUNCTION BOX POWER AND TELEPHONE DATA IN-FEED FOR WORKSTATIONS TO UNLESS OTHERWISE NOTED. VERIFY POWER REQUIREMENTS WITH THE FURNITURE VENDOR AND THE ELECTRICAL DRAWINGS FOR THE NUMBER OF CIRCUITS TO BE PROVIDED. AT TELEPHONE DATA PROVIDE A 1-1/2" CONDUIT FROM FLOOR BOX BACK TO AN ACCESSIBLE CEILING ON THE TENANTS FLOOR. EXACT LOCATION AND POWER REQUIREMENTS TO BE DETERMINED BY TENANT'S FURNITURE VENDOR.
B INDICATES EXISTING BLANK PLATED J-BOX. CAN BE CONVERTED TO A TELE/DATA OUTLET. NEW WALL MOUNTED JUNCTION BOX. PLUS HEIGHT INDICATES HEIGHT IF NOT STANDARD. PROVIDE A SINGLE 20 AMP CIRCUIT FOR HARDWARE CONNECTION OF EQUIPMENT. ELECT. SUB-CONTRACTOR IS TO CONNECT DEVICE. J WALL MOUNTED QUADPLEX ELECTRICAL OUTLET. SEE ENGINEER'S DRAWINGS FOR CONDUIT SIZE.
H WALL MOUNTED MAGNETIC HOLD OPEN. MOUNT 10" FROM TOP OF DOOR. 3.1 ALL POWER RECEPTACLES WITHIN 6'-0" OF SINK SHALL BE GFI. 3.2 PROVIDE SEPARATE CIRCUIT FOR TENANTS COPIER, (N.I.C.) VERIFY ELECTRICAL REQUIREMENTS AND PLUG TYPE. KONICA BIZHUB 558 OR BIZHUB C458, 120 V, 16AMP. VERIFY AND PROVIDE RIGHT PLUG TYPE WITH TENANT. 3.3 PROVIDE SEPARATE CIRCUIT CONFIGURATION FOR REFRIGERATOR. VERIFY ELECTRICAL REQUIREMENTS. REFER TO SHEET A-0.3 FOR SPECIFICATION. CONTRACTOR TO PROVIDE AND INSTALL. 3.5 PROVIDE POWER FOR UNDER COUNTER GARBAGE DISPOSAL WITH ON/OFF SWITCH AT +44" A.F.F. VERIFY ELECTRICAL REQUIREMENTS. REFER TO SHEET A-0.3 FOR SPECIFICATION. 3.6 PROVIDE SEPARATE CIRCUIT @ +44" A.F.F. FOR TENANT'S COFFEE MAKER, N.I.C. VERIFY ELECTRICAL REQUIREMENTS. 3.7 PROVIDE SEPARATE CIRCUIT FOR MICROWAVE OVEN. REFER TO ELEVATION FOR EXACT MOUNTING HEIGHT. VERIFY ELECTRICAL REQUIREMENTS. REFER TO SHEET A-0.3 FOR SPECIFICATION. CONTRACTOR TO PROVIDE AND INSTALL. 3.8 PROVIDE SEPARATE CIRCUIT CONFIGURATION FOR UNDERCOUNTER REFRIGERATOR. VERIFY ELECTRICAL REQUIREMENTS. REFER TO SHEET A-0.3 FOR SPECIFICATION. CONTRACTOR TO PROVIDE AND INSTALL. 3.9 3.10 GC TO COORDINATE EXACT LOCATION OF POWER AND DATA FLOOR CORES WITH TENANT'S FURNITURE VENDOR. COORDINATE WITH BUILDING ENGINEER PRIOR TO CORING. 3.11 PROVIDE 2" CONDUIT FROM POWER/VOICE/DATA FLOOR OUTLET TO ADJACENT WALL OUTLET FOR TENANT'S T.V. 3.12 3.13 PROVIDE POWER FOR AUTOMATIC FAUCET. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION. 3.16 3.17 PROVIDE POWER AS REQUIRED FOR AUTOMATIC PAPER TOWEL DISPENSER. SEE SHEET A-0.7A FOR SPECIFICATIONS AND ELECTRICAL ENGINEER'S DRAWINGS FOR MORE INFORMATION. 3.18 PROVIDE RECESSED DUPLEX AND TELE/DATA OUTLETS FOR WALL MOUNT TV. EXACT LOCATION AND MOUNTING HEIGHT TO BE VERIFIED IN FIELD. PROVIDE BACKING IN WALL IF REQUIRED, VERIFY REQUIREMENTS. 3.19 ALL COVER PLATES & DEVICES TO BE BUILDING STANDARD WHITE. PROVIDE COST TO REPLACE THROUGHOUT AREA OF WORK AS REQUIRED AND ADJUST TO COMPLIANT HEIGHT AS REQUIRED. QUANTITIES TO BE VERIFIED IN FIELD. 3.20 PROVIDE POWER AS REQUIRED FOR AUTO FLUSHER AT WATER CLOSET. SEE SHEET A-0.7A FOR SPECIFICATIONS AND ELECTRICAL DRAWINGS FOR MORE INFORMATION. 3.14 3.15 PROVIDE POWER FOR BOTTLE FILLER, REFER TO A-0.3 FOR SPECIFICATIONS, MOUNTING HEIGHT FOR ACCESSIBILITY. CONTRACTOR TO PROVIDE AND INSTALL. POWER/ VOICE/ DATA KEYNOTES NEW ADA COMPLIANT DISHWASHER. VERIFY ELECTRICAL REQUIREMENTS. REFER TO SHEET A-0.3 FOR SPECIFICATION. CONTRACTOR TO PROVIDE AND INSTALL. TENANT'S FURNITURE VENDOR TO PROVIDE DIMENSIONS FOR FURNITURE FEEDS AND TO APPROVE LOCATIONS IN FIELD PRIOR TO INSTALLATION. PROVIDE EMERGENCY BUTTON TIED TO TENANT SECURITY SYSTEM AT LOCATIONS INDICATED ON PLANS. REFER TO ENGINEER'S DRAWINGS FOR MORE INFORMATION. PLACE NEXT TO WALL LIGHT SWITCH WHERE APPLICABLE. VERIFY EXACT LOCATION AND REQUIREMENTS WITH TENANT'S SECURITY VENDOR AT ALL OFFICES/RECEPTION DESKS. PULL WIRING THROUGH DATA DROP AND MOUNT EMERGENCY BUTTON TO FURNITURE/BUILT-IN WORK SURFACE. 3.21 PROVIDE POWER AND PLUMBING FOR WASHER/DRYER, REFER TO A-0.3 FOR SPECIFICATIONS. 3.22 PROVIDE SEPARATE CIRCUIT OUTLET FOR LOCKABLE REFRIGERATOR. REFER TO A-0.3 FOR SPECIFICATIONS. CONTRACTOR TO PROVIDE AND INSTALL. 3.23 REFER TO ENGINEERING DRAWINGS FOR PLUMBING REQUIREMENTS AND FIXTURES FOR NEW WATER HEATER CLOSET. 3.24 3.25 PROVIDE POWER AND SWITCH FOR MOTORIZED PROJECTION SCREEN. CONTRACTOR TO COORDINATE WITH TENANT'S VENDOR FOR FIXTURE SPECIFICATION, REQUIREMENTS AND EXACT MOUNTING LOCATIONS. 4'-0" COMMON 4S PULL BOX. PROVIDE A 1" CONDUIT BACK TO CONTROLLER 3/4" CONDUIT TO ACCESS CONTROLLER READER. 3/4" CONDUIT TO ELEC. HINGE LOCATION ACCESS CONTROL READER 3 SCALE: NTS KEYCARD READER CONNECTION TOP OF BOX DESIGN CRITERIA NOTES SWITCHES AND RECEPTACLES 1. ALL SWITCHES AND RECEPTACLES AT P-1 AND/OR WHITE WALLS SHALL BE WHITE SCREWLESS, U.O.N. GC TO CONFIRM COLOR FINISH ON ALL SUCH COMPONENTS AT NON-WHITE WALLS WITH ARCHITECT BEFORE PURCHASE AND INSTALLATION. 2. ALL RECEPTACLES INSIDE WHITE MILLWORK SHALL BE WHITE SCREWLESS, U.O.N. 3. GC SHALL BE RESPONSIBLE FOR CONFIRMING RECEPTACLE TYPES FOR SPECIAL EQUIPMENT (SUCH AS COPY MACHINES)WITH CLIENT AND ARCHITECT BEFORE PURCHASE AND INSTALLATION. 4. ALL VOICE AND DATA OUTLETS SHALL MATCH POWER OUTLETS AS ABOVE U.O.N. 5. ALL DIMMER SWITCHES SHALL MATCH POWER SWITCHES AS ABOVE U.O.N. 6. SWITCHES AND RECEPTACLES MAY BE LEVITON DECORA, LUTRON, OR COOPER, U.O.N. 7. SUBMIT SAMPLES OF SWITCHES AND PLATES FOR APPROVAL. 1F-1 REMOVE ALL EXISTING CABLES. MDF ROOM SPECIFIC KEYNOTES 1F-2 PROVIDE DEDICATED 1 TON A/C UNIT ON A SEPARATE METER. 1F-3 VERIFY IN FIELD FOR EXACT LOCATION OF NEW OUTLETS WITH TENANT AND TENANT'S IT VENDOR. 1F-4 PROVIDE FIRE TREATED BACKBOARDS PER NEW LAYOUT. 1F-5 ALL POWER OUTLETS NEED TO BE ON A DEDICATED SEPARATE CIRCUIT. 4 SCALE: MDF/IDF #111 LAYOUT NTS
2 SCALE: 1/4" = 1'-0" ENLARGED PLAN AT STAFF BREAK ROOM #147 1 SCALE: 1/4" = 1'-0" ENLARGED PLAN AT CLUBHOUSE #174
4 -
2 -
1 - POWER/ VOICE/ DATA KEYNOTES CONT. LOBBY 100 RECEPTION 101 SERVICE CHIEF OFFICE 124 RESTROOM 134 CLIENT RESTROOM 173 GROUP ROOM 02 171 CLINICIAN'S OFFICE 01 168 LARGE CONFERENCE 163 PEER/MENTAL HEALTH WORKERS 158 SERVICE CHIEF OFFICE 157 CLINICIAN'S OFFICE 12 156 CLINICIAN'S OFFICE 11 155 INTERN OFFICE 01 152 SUPPLY/STORAGE /CHART 151 STAFF BREAK ROOM 147 EXIT VESTIBULE 148 GROUP ROOM 01 139 DOCTOR'S OFFICE 137 CLINICIAN'S OFFICE 12 136 MULTI PURPOSE OFFICE 132 OPEN WORK COLLABORATION 154 BLDG. JANITORS 149 PRIVATE OFFICE 167 CLUBHOUSE 174 SECURITY 102 FINANCE 104 CHECK IN 105 SUPERVISOR OFFICE 103 COPY ROOM 118 STORAGE 115 TESTING RESTROOM 01 114 MOTHER'S ROOM 108 MEN'S RESTROOM 109 MDF/IDF 111 GROUP ROOM 04 142 GROUP ROOM 03 140 PRIVATE OFFICE 116 CLINICIAN'S OFFICE 02 169 CLINICIAN'S OFFICE 03 170 CLINICIAN'S OFFICE 04 166 CLINICIAN'S OFFICE 05 165 CLINICIAN'S OFFICE 06 164 CLINICIAN'S OFFICE 08 161 CLINICIAN'S OFFICE 07 162 CLINICIAN'S OFFICE 09 160 CLINICIAN'S OFFICE 10 159 INTERN OFFICE 01 153 GROUP ROOM 02 141 CLINICIAN'S OFFICE 13 135 LAUNDRY 133 CLINICIAN'S OFFICE 05 125 CLINICIAN'S OFFICE 06 126 CLINICIAN'S OFFICE 07 127 CLINICIAN'S OFFICE 01 123 CLINICIAN'S OFFICE 02 122 CLINICIAN'S OFFICE 03 121 CLINICIAN'S OFFICE 04 120 CLINICIAN'S OFFICE 10 130 CLINICIAN'S OFFICE 09 129 CLINICIAN'S OFFICE 08 128 CLINICIAN'S OFFICE 11 131 TESTING RESTROOM 02 112 TESTING OFFICE 113 VESTIBULE 107 WOMEN'S RESTROOM 110 HALLWAY 106 HALLWAY 119 HALLWAY 138 HALLWAY 150 CLUBHOUSE 174 STAFF BREAK ROOM 147 CLIA STOR. 117 WATER HEATER CLOSET 132A 3.18 3.14 3.25 3.6 3.7 3.3 3.5 3.1 3.13 3.3 3.6 3.7 3.14 3.25 3.5 3.1 3.13 3.15 OPEN COLLAB. 138A3.18 3.21 3.12 3.12 3.12 3.12 3.18 3.12 3.18 3.12 3.18 3.12 3.18 3.10 3.18 3.11 3.2 3.18 3.12 3.253.223.1 3.13 3.12 3.12 3.12 3.12 3.12 3.12 3.12 3.12 3.12 3.12 3.9 3.12 3.12 3.12 3.12 3.18 3.10 3.11 3.18 3.12 3.18 GROUP ROOM 01 172 3.12 3.19 THROUGHOUT U.O.N. 3.2 3.9 3.2 3.12 3.12 3.12 3.12 3.13 3.17 3.20 3.13 3.17 3.20 3.8 3.13 3.17 3.12 3.25 3.1 3.13 3.17 3.13 3.12 3.22 3.12 3.12 3.12 3.12 3.12 3.12 3.12 3.12 3.12 3.12 3.12 3.12 3.12 3.253.5 3.1 3.13 3.123.17 3.13 3.1 3.133.25 3.1 3.13 3.25 GC TO COORDINATE EXACT LOCATION OF OUTLETS IN ALL OFFICES WITH TENANT'S FURNITURE VENDOR PRIOR TO ROUGH IN. 3.16 PRIVATE OFFICE 144 3.17 3.4 PROVIDE POWER FOR NEW WATER HEATER. REFER TO ENGINEERING DRAWINGS. 3.4 3.4 CHART/SUPPLY/ STORAGE 146 CONFERENCE ROOM 143 08/16/24 ISSUE FOR ENGINEERING 08/29/24 ISSUE FOR PLAN CHECK NELSON
ALGAZE
No. C-21090
REN. 03/31/2025
L ,CENSE' ARC+,7EC7
S7A7E O) CAL , )ORN ,A
93 +10'-0" +9'-11" +9'-11" +9'-0" +9'-0" +8'-1" +9'-0" +8'-0" +9'-0" +9'-0" +9'-0" +9'-0" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 08/06/24 X.X. X.X. 635036 CULV E R C I T Y , C A • I RV INE , C A • LOS ANGE L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. ALISO VIEJO, CA 92656 27141 ALISO CREEK RD. 1ST FLOOR OC-HCAA-4.0 REFLECTED CEILING PLAN1/8" = 1'-0" REFLECTED CEILING KEYNOTES REFLECTED CEILING LEGEND 4.1 PROVIDE EXPANSION JOINT EVERY 2500 SQUARE FEET AS REQUIRED THROUGHOUT AREA OF WORK. SEE DETAIL 13/A-30.2. 4.2 PROVIDE DRYWALL HEADER AT 1" BELOW ADJACENT CEILING. PAINT WHITE, FLAT FINISH. 4.4 PROVIDE SOUND BOOTS AT RETURN AIR GRILLES AT ALL PRIVATE OFFICES. 4.3 CENTER CEILING TILE AND GRID IN ROOM AS SHOWN. 4.5 PROVIDE EXHAUST FAN AND DIFFUSERS AS REQUIRED AT INDICATED ROOMS. SEE MECHANICAL DRAWINGS FOR MORE INFORMATION. 4.6 PROVIDE 24/7 1-TON A/C UNIT ON SEPARATE T-STAT. PROVIDE SEPARATE METER AS REQUIRED PER BUILDING STANDARDS. 4.7 REFER TO ENGINEERING DRAWINGS FOR WASHER/DRYER VENTILATION. NEW FIXTURE TO BE PROVIDED. SEE LIGHT FIXTURE SCHEDULE FOR SPEC. +X'-X" CEILING HEIGHT AS INDICATED. AREA NOT IN CONTRACT (N.I.C.) EXISTING 2X4 CEILING GRID IS TO REMAIN. THE G.C. IS TO PROVIDE NEW BUILDING STANDARD CEILING TILES THROUGHOUT, U.O.N. NEW 2x4 CEILING SYSTEM CEILING GRID MANUFACTURER: TO MATCH EXISTING SIZE: TO MATCH EXISTING SERIES: TO MATCH EXISTING COLOR: TO MATCH EXISTING CEILING TILE MANUFACTURER: ARMSTRONG SERIES: DUNE SECOND LOOK SIZE: 2X4 COLOR: WHITE REFERENCE SHEET A-30.2 FOR SPECIFICATIONS AND REQUIREMENTS. EXISTING DRYWALL CEILING TO REMAIN. E INDICATES EXISTING TO REMAIN. CEILING MOUNTED EXIT SIGN. DARK QUADRANT INDICATES FACE. ARROW(S) INDICATE DIRECTION. 4.9 PROVIDE AB SWITCHING TO CONTROL LIGHT FIXTURES SEPARATELY NEW DRYWALL CEILING. 4.10 PROVIDE SOUND BLANKET OVER CEILING ABOVE FOR ADDITIONAL SOUND ATTENUATION. 4.12 PROVIDE CODE REQUIRED DDC CONTROL UPGRADES THROUGHOUT. REFER TO ENGINEERING DRAWINGS. 4.13 REWORK EXISTING HVAC, SWITCHING AND CIRCUITING AS REQUIRED AND REBALANCE THROUGHOUT. 4.11 REWORK EXISTING FIRE SPRINKLERS AS REQUIRED PER NEW LAYOUT. ALL FIRE SPRINKLER HEAD TRIMS TO BE BUILDING STANDARD. 4.8 PROVIDE NEW CEILING TILES AND HVAC GRILLES THROUGHOUT. PROVIDE WALL ANGLE WHERE OCCURS, PROVIDE 7/8" SHADOW MOLDING TYPICAL THROUGHOUT. DESIGN CRITERIA NOTES FIRE AND LIFE SAFETY COMPONENTS 1. ALL COMPONENTS SHALL BE WHITE U.O.N. 2. FIRE PULL COMPONENTS SHALL BE RED OR OTHER OTHER ACCORDING TO LOCAL JURISDICTION. 3. ALL STROBES SHALL BE CEILING MOUNTED, U.O.N. MOUNT IN CENTER OF ACOUSTIC CEILING TILES WHERE OCCURS, U.O.N. 4. ALL SPEAKERS SHALL BE FULLY RECESSED CEILING MOUNTED, U.O.N. MOUNT IN CENTER OF ACOUSTIC CEILING TILES WHERE OCCURS, U.O.N. 5. COMPONENTS SHALL BE MOUNTED WITH CONSISTENT CENTERLINE, U.O.N. GENERAL 1. PROVIDE AND INSTALL PERFORATED CEILING GRILLE PANELS AT ALL ACOUSTIC CEILING MOUNTED SUPPLY AND RETURN LOCATIONS, U.O.N. CONFIRM COLOR OF GRILLE WITH ARCHITECT BEFORE PURCHASE AND INSTALLATION. LIGHT FIXTURE SCHEDULE MARK SYMBOL FIXTURE TYPE MANUFACTURER CATALOG NUMBER COLOR TEMP REMARKS 3500K PROVIDE FOR T-24 COMPLIANCE. SEE ENG. DRAWINGS. TRAVERSE TR24 2X4 ARCHITECTURAL RECESSED PINNACLE ARCHITECTURAL LIGHTING 2'X4' LED DIRECT/INDIRECT LF-2 LF-1 2'X2' LED DIRECT/INDIRECT PINNACLE ARCHITECTURAL LIGHTING 3500K TRAVERSE TR22 2X2 ARCHITECTURAL RECESSED PROVIDE FOR T-24 COMPLIANCE. SEE ENG. DRAWINGS. CEILING MOUNTED EXIT SIGN LF-X EDGE LIT LED LITHONIA LIGHTING 3500K LITHONIA LIGHTING: EDGR SERIES – GREEN LETTERS CLEAR FACE WITH GREEN LETTERS 4" DIA. RECESSED LED DOWNLIGHT LF-3 LITHONIA LIGHTING 3500K LDN4 STATIC WHITE 4" OPEN AND WALL WASH LED PROVIDE FOR T-24 COMPLIANCE. SEE ENG. DRAWINGS. LF-4 1'X2' LED SURFACE MOUNT LITHONIA LIGHTING 3500K BLWP2-40L-ADP-MVOLT-GZ1-LP835 INPUT WATTS: 37W PROVIDE FOR T-24 COMPLIANCE. SEE ENG. DRAWINGS. UNDER CABINET STRIP LED LIGHT FIXTURE LF-5 CALIFORNIA ACCENT LIGHTING LLED8200-UC 3500K TO COMPLY WITH TITLE 24 REQUIREMENTS. SEE ENGINEER DRAWINGS FOR MORE INFORMATION. PROVIDE SEPARATE SWITCH. N LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-2 LF-2 LF-2 LF-2 LF-1 LF-1 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 10 A-0.7 14 A-0.7 6 A-0.7 18 A-0.7 LOBBY 100 RECEPTION 101 SERVICE CHIEF OFFICE 124 RESTROOM 134 CLIENT RESTROOM 173 GROUP ROOM 01 172 GROUP ROOM 02 171 CLINICIAN'S OFFICE 01 168 LARGE CONFERENCE 163 PEER/MENTAL HEALTH WORKERS 158 SERVICE CHIEF OFFICE 157 CLINICIAN'S OFFICE 12 156 CLINICIAN'S OFFICE 11 155 INTERN OFFICE 01 152 SUPPLY/STORAGE /CHART 151 STAFF BREAK ROOM 147 EXIT VESTIBULE 148 GROUP ROOM 01 139 DOCTOR'S OFFICE 137 CLINICIAN'S OFFICE 12 136 MULTI PURPOSE OFFICE 132 OPEN WORK COLLABORATION 154 BLDG. JANITORS 149 PRIVATE OFFICE 167 CLUBHOUSE 174 SECURITY 102 FINANCE 104 CHECK IN 105 SUPERVISOR OFFICE 103 COPY ROOM 118 STORAGE 115 TESTING RESTROOM 01 114 MOTHER'S ROOM 108 MEN'S RESTROOM 109 MDF/IDF 111 GROUP ROOM 04 142 GROUP ROOM 03 140 PRIVATE OFFICE 116 CLIA STOR. 117 CLINICIAN'S OFFICE 02 169 CLINICIAN'S OFFICE 03 170 CLINICIAN'S OFFICE 04 166 CLINICIAN'S OFFICE 05 165 CLINICIAN'S OFFICE 06 164 CLINICIAN'S OFFICE 08 161 CLINICIAN'S OFFICE 07 162 CLINICIAN'S OFFICE 09 160 CLINICIAN'S OFFICE 10 159 INTERN OFFICE 01 153 GROUP ROOM 02 141 CLINICIAN'S OFFICE 13 135 LAUNDRY 133 CLINICIAN'S OFFICE 05 125 CLINICIAN'S OFFICE 06 126 CLINICIAN'S OFFICE 07 127 CLINICIAN'S OFFICE 01 123 CLINICIAN'S OFFICE 02 122 CLINICIAN'S OFFICE 03 121 CLINICIAN'S OFFICE 04 120 CLINICIAN'S OFFICE 10 130 CLINICIAN'S OFFICE 09 129 CLINICIAN'S OFFICE 08 128 CLINICIAN'S OFFICE 11 131 TESTING RESTROOM 02 112 TESTING OFFICE 113 VESTIBULE 107 WOMEN'S RESTROOM 110 HALLWAY 106 HALLWAY 119 HALLWAY 138 HALLWAY 150 LF-1 LF-1 LF-1 LF-1 LF-1 FOR ALL LIGHT FIXTURE SPECIFICATION: CONTACT : BRENDA LOWELL, SPECIFICATION SALES, MOBILE: (949) 636-5559, [email protected], PERFORMANCELTG.COM 4.4 4.10 LF-XN LF-1 LF-1 4.4 4.10 LF-1 LF-1 4.4 4.10 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-4 4.14 REPLACE EXISTING EXHAUST FAN WITH NEW. 4.14 4.5 4.7 LF-1 LF-1 WATER HEATER CLOSET 132A LF-4 CL CL EQ. EQ. EQ. EQ. 4.4 4.10 LF-XN LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-XN LF-2 4.4 4.10 4.4 4.10 4.4 4.10 4.4 4.10 4.4 4.10 LF-X N LF-XN LF-XN LF-2 LF-X N LF-2 - A-30.2 4.2 4.4 4.4 4.5 4.10 4.4 4.10 4.4 4.10 4.4 4.10 4.4 4.10 4.4 4.10 4.4 4.10 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-X N 4.1 4.12 4.13 4.11 4.8 THROUGHOUT U.O.N. LF-2 LF-XN LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 4.4 4.10 4.4 4.10 4.4 4.10 4.5 LF-1 4.3 4.3 LF-1 LF-1 LF-1 LF-1 4.3 4.6 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 4.3 4.3 4.4 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-5 4.3 EQ. EQ. EQ. EQ. LF-X N LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-X N LF-X N LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-XN 4.4 4.10 4.4 4.10 4.4 4.10 4.4 4.10 4.4 4.10 4.4 4.10 4.4 4.10 4.4 4.10 4.4 4.10 4.4 4.10 4.4 4.10 4.4 4.10 LF-X N LF-X N LF-X N LF-X N 4.4 4.10 4.4 4.10 4.4 4.10LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 4.4 4.10 CL CL CL EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. LF-4 LF-4 LF-4 LF-X N OPEN COLLAB. 138A LF-5 LF-X N LF-XN LF-XN LF-3 LF-3 LF-1 LF-3 LF-3 LF-2 LF-2 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-2 LF-2 LF-2 LF-2 LF-2EQ. EQ. 4'-0" 4.15 PAINT DRYWALL CEILING P-1 FLAT, U.O.N. 4.15 4.15 4.5 4.15 7 A-0.7B 4.154.15 4.15 4.15 4.15 4.15 PRIVATE OFFICE 144 CHART/SUPPLY/ STORAGE 146 CONFERENCE ROOM 143 08/16/24 ISSUE FOR ENGINEERING 08/29/24 ISSUE FOR PLAN CHECK NELSON
ALGAZE
No. C-21090
REN. 03/31/2025
L ,CENSE' ARC+,7EC7S7A7E O) CAL , )ORN ,A
94 FINISH PLANA-5.01/8" = 1'-0" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 08/06/24 X.X. X.X. 635036 CULV E R C I T Y , C A • I RV INE , C A • LOS ANGE L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. ALISO VIEJO, CA 92656 27141 ALISO CREEK RD. 1ST FLOOR OC-HCA N FINISH LEGEND WALL FINISH TYPE OF FINISH FINISH NUMBER SPECIAL FINISH TYPE OF FINISH FINISH NUMBER XXXXXXXX PATTERN DIRECTION FINISH SCHEDULE FLOOR BASE TYPE OF FINISH FINISH NUMBER FLOOR FINISH TYPE OF FINISH FINISH NUMBER XXXX XXXX FLOOR TRANSITION 1. ALL PAINTED WALL SURFACES TO BE P-1, EGGSHELL FINISH, UNLESS OTHERWISE NOTED. 2. PROVIDE FLOOR BASE AT ALL WALLS. STRAIGHT AT CARPET COVE AT VCT. ALL FLOOR BASE IS TO BE CONTINUOUS ROLLS, U.O.N.. 3. ALL PAINT GRADE WOOD TO BE P-1, SEMI-GLOSS FINISH, UNLESS OTHERWISE NOTED. 4. PAINT ALL GYPSUM BOARD CEILING, UNLESS OTHERWISE NOTED. SEE FINISH SCHEDULE FOR SPECIFICATIONS. 5. REDUCERS AND TRIM AT TRANSITIONS TO MATCH ADJACENT CARPET COLOR. GC TO COORDINATE WITH ARCHITECT FOR CLARIFICATION BEFORE PURCHASE. 6. GLUE TO BE QUICK RELEASE IN NATURE U.N.O. FINISH SHEET NOTES C
1 P
2 SDT1 LVT1 PL1 SS P 1
2 11 A-0.7 15 A-0.7
7 A-0.7 19 A-0.7 5.1 5.1 PL2 SS1 PL1 SS1 C
3 5.2 5.2 LVT1 P
1 B
1 THROUGHOUT, U.O.N.
P1 B
1 LVT1 THROUGHOUT, U.O.N. VCT1 PL1 SS1 BS1 VCT1 VCT1
C
1 P
2 5.2 C
1P2 5.2 P2 5.2 C
1 P
2 P
2 C
1 5.2 5.2 P
2 C
1 P2 C
1 5.2 5.2 C
1 P
2 C
1 P
2 5.2 5.2 P
2 5.2 P
2 P
2 P
2 C
1 P
2 C
1 P
2 C
1 5.2 5.2 5.2
P1B1LVT1 THROUGHOUT, U.O.N.
P1 B
1 LVT1 THROUGHOUT, U.O.N.
P2 5.2 5.2 P
2 P
2 P
2 C
1 P
2 P
2 P
2 P2 P
2 P
2 P
2 5.2 5.2 5.2 5.2 5.2
P2P2 5.2P2 5.2
C
1 C
1 C
1 LOBBY 100 RECEPTION 101 SERVICE CHIEF OFFICE 124 RESTROOM 134 GROUP ROOM 01 172 GROUP ROOM 02 171 CLINICIAN'S OFFICE 01 168 LARGE CONFERENCE 163 PEER/MENTAL HEALTH WORKERS 158 SERVICE CHIEF OFFICE 157 CLINICIAN'S OFFICE 12 156 CLINICIAN'S OFFICE 11 155 INTERN OFFICE 01 152 SUPPLY/STORAGE /CHART 151 STAFF BREAK ROOM 147 EXIT VESTIBULE 148 CHART/SUPPLY/ STORAGE 146 GROUP ROOM 01 139 DOCTOR'S OFFICE 137 CLINICIAN'S OFFICE 12 136 MULTI PURPOSE OFFICE 132 OPEN WORK COLLABORATION 154 BLDG. JANITORS 149 PRIVATE OFFICE 167 CLUBHOUSE 174 SECURITY 102 FINANCE 104 CHECK IN 105 SUPERVISOR OFFICE 103 COPY ROOM 118 STORAGE 115 TESTING RESTROOM 01 114 MOTHER'S ROOM 108MEN'S RESTROOM 109 MDF/IDF 111 GROUP ROOM 04 142 GROUP ROOM 03 140 PRIVATE OFFICE 116 CLINICIAN'S OFFICE 02 169 CLINICIAN'S OFFICE 03 170 CLINICIAN'S OFFICE 04 166 CLINICIAN'S OFFICE 05 165 CLINICIAN'S OFFICE 06 164 CLINICIAN'S OFFICE 08 161 CLINICIAN'S OFFICE 07 162 CLINICIAN'S OFFICE 09 160 CLINICIAN'S OFFICE 10 159 INTERN OFFICE 01 153 GROUP ROOM 02 141 CLINICIAN'S OFFICE 13 135 LAUNDRY 133 CLINICIAN'S OFFICE 05 125 CLINICIAN'S OFFICE 06 126 CLINICIAN'S OFFICE 07 127 CLINICIAN'S OFFICE 01 123 CLINICIAN'S OFFICE 02 122 CLINICIAN'S OFFICE 03 121 CLINICIAN'S OFFICE 04 120 CLINICIAN'S OFFICE 10 130 CLINICIAN'S OFFICE 09 129 CLINICIAN'S OFFICE 08 128 CLINICIAN'S OFFICE 11 131 TESTING RESTROOM 02 112 TESTING OFFICE 113 VESTIBULE 107 WOMEN'S RESTROOM 110 HALLWAY 106 HALLWAY 119 HALLWAY 138 HALLWAY 150 C
1 C
1 C
1 C
1 C
1 C
1 C
1 C
1 C
1 C
1 C
1 C
1 C
1 C1
C
1 P
2 C
1 C
1 P
2 P3 5.2 FRP
1 5.2 OPEN COLLAB. 138A CLIA STOR. 117 WATER HEATER CLOSET 132A FRP 1 C
2 C
2 C
2 C
2 LVT1 PL2 SS1FRP
1 P1 B
1 LVT1 LVT1 PL1 SS1LVT1 PL1 PL2BS1 VCT1 LVT1
C
2 LVT1VCT1 LVT1 C
2 C
2 5.2 5.1 5.2 5.2 5.2 5.2
P1 B
1 LVT1 THROUGHOUT, U.O.N. CLIENT RESTROOM 173
C
2 5.3 5.4 11 A-0.7B
P3 5.6 5.6 5.6 5.6 5.6 5.6 5.6
P3
C
3 5.5 LVT1 PL2 SS1 PL1 PL1 PRIVATE OFFICE 144 CONFERENCE ROOM 143 5.2 PL2 SS1 PL1 P 3 P3 P
3 P
3 P
3 P
1 P
1 5.5 PL1 P
1 LVT1 PL2 SS1 PL1 P
2 P2 PL2 PL2 PL2 SS1 PL1 SS1 5.6
P
1 P1 P
1 B
1 LVT1
P
1 P1 :FIELD PAINT :REFER TO PLANS :DUNN EDWARDS :WARM WHITE DEW380 :EGGSHELL TYPICAL, FLAT AT CEILING :2 COATS MINIMUM :KIM HAMPTON ([email protected]) :PLASTIC LAMINATE :MILLWORK-VERTICAL SURFACES-LOWER CABINET-REFER TO PLANS :FORMICA :GRAYSTONE 00464-58 :MATTE :EMILY DUBAN, 949-301-7535, [email protected] ITEM LOCATION MANUFACTURER COLOR FINISH CONTACT ITEM LOCATION MANUFACTURER COLOR FINISH INSTALLATION CONTACT :SOLID SURFACE :MILLWORK-HORIZONTAL SURFACES :VADARA :PHANTOM TRAIL V814 :STUART AYERS, [email protected], 844-482-3272 ITEM LOCATION MANUFACTURER COLOR CONTACT P1 PL1SS1 :LUXURY VINYL TILE :REFER TO PLANS :MILLIKEN :MAGIC HOUR :HORIZON :EXPOSURE HZN 144 :10" x 60" :PER MANUFACTURER'S SPECS :B-1 :BECCA DOBBS, 310-504-4635, [email protected] ITEM LOCATION MANUFACTURER COLLECTION STYLE COLOR SIZE INSTALLATION BASE CONTACT :WALL BASE :REFER TO PLANS :BURKE :ESPRESSO 103 :4"; CONTINUOUS ROLLS :STRAIGHT AT CARPET, COVED AT HARD FLOORS :JULIE KAESER ([email protected]) ITEM LOCATION MANUFACTURER COLOR SIZE INSTALLATION CONTACT LVT1 B1 ITEM LOCATION MANUFACTURER COLLECTION STYLE COLOR SIZE INSTALLATION BASE CONTACT :CARPET :REFER TO PLANS :INTERFACE :PERFECT PITCH :DIMINUENDO :MICA 106698 :10" x 40" :ASHLAR :B-1 :BLAIR SHARPE ([email protected]) C1 :ACCENT PAINT :REFER TO PLANS :SHERWIN WILLIAMS :MINDFUL GRAY SW7016 :EGGSHELL :2 COATS MINIMUM :ROCKY M BERLANGA ([email protected]) ITEM LOCATION MANUFACTURER COLOR FINISH INSTALLATION CONTACT P 2 ITEM LOCATION MANUFACTURER COLLECTION STYLE COLOR SIZE INSTALLATION BASE CONTACT :CARPET :REFER TO PLANS :INTERFACE :OPEN AIR :OPEN AIR 401 :NATURAL 106776 :10" x 40" :ASHLAR :B-1 :BLAIR SHARPE ([email protected]) C2 :VINYL COMPOSITION TILE :REFER TO PLANS :TARKETT :VCT II :DUNES CB 326 :12"X12" :PER MANUFACTURER SPECS :B-1 :JILL O'KELLY [email protected] ITEM LOCATION MANUFACTURER STYLE COLOR SIZE INSTALLATION BASE CONTACT VCT1 FT1 :BACKSPLASH MOSAIC TILE :REFER TO PLANS :ANN SACKS :SAVOY ROBBED FIELD :LANTERN :POLISHED :1.85"X 7.75" :STACKED, FULL TILE START CENTERED TO SINK :CUSTOM BUILDING PRODUCTS: FUSION PRO SINGLE COMPONENT GROUT #370 DOVE GRAY :JULIE BANKER, [email protected], 949-831-3333 ITEM LOCATION MANUFACTURER COLLECTION COLOR FINISH SIZE INSTALL GROUT CONTACT BS1 P3 ITEM LOCATION MANUFACTURER COLOR FINISH INSTALLATION CONTACT :ACCENT PAINT :REFER TO PLANS :DUNN EDWARDS :LONG LAKE DE633 :EGGSHELL :2 COATS MINIMUM :KIM HAMPTON ([email protected]) :STATIC DISSIPATIVE TILE :REFER TO PLANS :ROPPE STATDEFEND :NEUTRON GRAY #701 :12"X12" :B-1 :PER MANUFACTURER SPECS :PAUL SHAIA ([email protected]) ITEM LOCATION MANUFACTURER COLOR SIZE BASE INSTALLATION CONTACT SDT1P4 ITEM LOCATION MANUFACTURER COLOR FINISH INSTALLATION CONTACT :ACCENT PAINT (RESTROOMS) :REFER TO PLANS :DUNN EDWARDS :WARM WHITE DEW380 :SEMI-GLOSS TYPICAL, FLAT AT CEILING :2 COATS MINIMUM :KIM HAMPTON ([email protected]) ITEM LOCATION MANUFACTURER COLLECTION STYLE COLOR SIZE INSTALLATION BASE CONTACT :CARPET :REFER TO PLANS :INTERFACE :RISING SIGNS :PLAY THE ANGLE :CARBON 107191 :10" x 40" :ASHLAR :B-2 :BLAIR SHARPE ([email protected]) C3 :PLASTIC LAMINATE :MILLWORK-VERTICAL SURFACES-UPPER CABINET-REFER TO PLANS :WILSONART :PHANTOM PEARL 8211k-28 :GLOSS LINE FINISH :NANCY STUCKI ([email protected]) ITEM LOCATION MANUFACTURER COLOR FINISH CONTACT PL2 FINISH KEYNOTES 5.1 5.2 PROVIDE METAL TRANSITION STRIP BETWEEN CARPET AND HARD SURFACE FLOOR. PROVIDE BEVELED STONE THRESHOLD, DALTILE, COLOR: CARRARA WHITE MARBLE M701-POLISHED. SEE DETAIL 17/A-30.0. 5.3 PROVIDE 48" HIGH WINDOW FILM BANDING AT ALL WOOD DOOR WITH GLASS INSET THROUGHOUT, U.O.N. PROVIDE NEW ROLLER SHADE AT EXTERIOR WINDOWS THROUGHOUT. SPEC: SOLE EFFECT, PHIFER, MANUAL REGULAR ROLL WITH INSIDE MOUNT WITH FASCIA FABRIC: PHIFER SHEERWEAVE 7000 BLACK OUT, COLOR: TBD FASCIA: CLEAR ANODIZED ALUMINUM TO MATCH EXISTING MULLION. NOTE 1: PROVIDE ALTERNATE PRICING FOR INSIDE MOUNT SIDE CHANNEL. NOTE 2: PROVIDE SEPARATE SHADE AT LOWER AND UPPER WINDOWS WHERE FULL HEIGHT EXTERIOR GLAZING OCCURS. VERIFY IN FIELD, PROVIDE SHOP DRAWINGS FOR APPROVAL. CONTACT: SEAN WISNER, SOLEEFFECT, 949-358-5500, [email protected] 5.4 PROVIDE RAW CONCRETE FLOOR WITH COVED BASED AND FRP BOARD ABOVE IN JANITOR'S CLOSET. PROVIDE BEVELED STONE THRESHOLD AT FLOOR TRANSITION. 5.5 EXISTING THRESHOLD TO REMAIN. CONFIRM EXISTING CONDITION AND REPLACE AS REQUIRED. PROVIDE WEATHER STRIP AT ALL EXTERIOR DOORS. REFER TO DETAIL #18/A-30.0 5.6 :FIBERGLASS REINFORCED PLASTIC :REFER TO PLANS :MARLITE :INDURO FRP :FASHION GREY 381 :FULL HEIGHT :DAN EGBERS, 800-377-1221, [email protected] ITEM LOCATION MANUFACTURER STYLE COLOR SIZE CONTACT FRP 1 :WALL TILE :RESTROOMS :EMSER TILE :CATCH :ICE :4X16 :CUSTOM BUILDING PRODUCTS PRO FUSION #640 ARCTIC WHITE :6'-6" AFF WITH TRANSITION STRIP AT TOP :JUAN CAMARILLO, [email protected], 323-854-8894 ITEM LOCATION MANUFACTURER STYLE COLOR SIZE GROUT NOTE CONTACT WT1 :WALL TILE - AT SINGLE RESTROOMS :RESTROOMS :EMSER TILE :CATCH :ICE :4X10 :CUSTOM BUILDING PRODUCTS PRO FUSION #640 ARCTIC WHITE :6'-6" AFF WITH TRANSITION STRIP AT TOP :JUAN CAMARILLO, [email protected], 323-854-8894 ITEM LOCATION MANUFACTURER STYLE COLOR SIZE GROUT NOTE CONTACT WT2 THROUGHOUT, U.O.N. :FLOOR TILE :RESTROOMS :DALTILE MARAZZI :SOCIETY PARK LANE GRAY :SO47 :12X24 : MATTE :#542 GRAY STONE :PER MANUFACTURER SPECS - STAGGERED INSTALLATION, OVERLAP SHOULD NOT EXCEED 3% :PROVIDE 4" BASE CUT IN FIELD AT WATER HEATER CLOSET AND WASHER/DRYER 1/8" GROUT LINE THICKNESS MAX. PER MANUFACTURER SPEC. ITEM LOCATION MANUFACTURER STYLE COLOR SIZE FINISH GROUT INSTALLATION NOTE :PLASTIC LAMINATE :REFER TO PLANS - RESTROOMS :FORMICA :STAINLESS ALUMINUM M4194-99 :EMILY DUBAN, [email protected], 949-301-7535 ITEM LOCATION MANUFACTURER COLOR FINISH PL3 08/16/24 ISSUE FOR ENGINEERING 08/29/24 ISSUE FOR PLAN CHECK NELSON
ALGAZE
No. C-21090
REN. 03/31/2025
L ,CENSE' ARC+,7EC7
S7A7E O) CAL , )ORN ,A
95 2'-10" 2'-2" 9'-11" 3'-0" 4" 20.1 20.2 20.3 6 A-30.5 3 A-30.5 1 A-30.5 10 EQ. SPACES AT 16" MAX. 4 EQ. SPACES AT 15" MAX. 2'-0" TRASH/RECYCLE SS1 SOFFIT PL2 PL1 2'-10" 2'-2" 9'-11" 3'-0" 4" 20.1 20.2 20.3 8 EQ. SPACES AT 16" MAX. 8 EQ. SPACES AT 16" MAX. 1 A-30.5 SOFFIT PL2SS1PL1 3 A-30.5 2'-10" 2'-2" 9'-11" 3'-0" 4" 4" 2'-0" 1'-1" 2'-6" TRASH/RECYCLE 20.10 20.8 6 A-30.5 20- 3'-5" 5 A-30.5 4 A-30.5 SOFFIT PL2SS1 PL1 7 EQ. SPACES AT 15" MAX. 20.7 3'-4" 20.15 20.1 20.14 20.3 20.420.5 2'-7" 19- BS1 1'-3" SCRIBE TO CEILING WITH 3/4" REVEAL FACE OF WALL PLASTIC LAMINATE SOFFIT 1/4" MELAMINE BACK PANEL FINISHED FRONT FACE, FACE FRAME EDGES AND EXPOSED SIDES 3/4" MELAMINE SHELF WITH CHROME SHELF PINS IN 5MM HOLES AT 1-1/4" O.C. MELAMINE CABINET INTERIOR PROVIDE CONTINUOUS METAL BACKING BEHIND DRYWALL EUROPEAN HINGES, TYP. (BLUM, MEPLA OR SOSS) DOOR PULL AS SPECIFIED. 2" SEE ELEVATION STRIP CABINET LIGHTING REFER REFLECTED CEILING LEGEND FOR SPEC. CONTRACTOR TO VERIFY LENGTHS IN FIELD 2'-10" 2'-2" 9'-11" 3'-0" 4" 4" 20.7 20.7 20.8 20.8 2'-6" 2 EQ. SPACES AT 14" MAX. 18 A-30.5 PL1PL1 20.10 3'-4" 20.9 2'-0" 2'-0" TRASH/RECYCLE 1'-6" 3'-5" 20.420.5 SOFFIT PL2SS1PL1 BS1 6 EQ. SPACES AT 16" MAX. 4 A-30.5 6 A-30.5 20 A-30.5 5 A-30.5 5'-11" 20.15 2 A-30.5 12 EQ. SPACES AT 17" MAX. 19- 20.1 20.14 20.3 3'-6" 2'-10" 4" 3"
2'-10" 2'-2" 9'-11" 3'-0" 4" ELEVATION C ELEVATION B ELEVATION A 2'-0" TRASH/RECYCLE 2'-10" 2'-2" 9'-11" 3'-0" 4" 1'-6" 3 EQ. SPACES AT 16" MAX. SOFFIT 8 EQ. SPACES AT 14" MAX. 6 A-30.5 4 A-30.5 2 A-30.5 1 A-30.5 PL2PL1SS1 20.1 20.2 20.3 2 A-30.5 PL1SS1 2 EQ. SPACES AT 14" MAX. SS1 SS 20.13 20.13 1 20.13 20.13 2'-10" 9'-11" 4'-0"
4'-0" 6"
4" 2'-6" 20.12 20.11 20.12 20.12 13 A-30.5 13 A-30.5 4 EQ. SPACES AT 38" MAX. 4 EQ. SPACES AT 38" MAX. 6" 3'-4" 4'-0" 6'-0" MELAMINE CABINET INTERIOR
REFER TO ELEVATIONS FINISHED COUNTERTOP OVER 3/4" SUBSTRATE COUNTERTOP WITH 1-1/2" FINISHED EDGE 1/4" MELAMINE BACK PANEL MELAMINE INTERIOR DRAWER PULL AS SPECIFIED TOE KICK TO MATCH FINISHED FACE FINISHED FRONT FACE, FACE FRAME EDGES AND EXPOSED SIDES REFER TO ELEVATION FOR BACK SPLASH MICROWAVE SEE SPECIFCATIONS 2-1/2" 4" REFER TO
ELEVATIONS 2'-0" MAX.
2'-10" 9'-11" 4" 4" UCR SS1 2'-0" 20 A-30.5 3 EQ. SPACES AT 13" MAX. PL1 3 A-30.5 20.43'-5"5 A-30.5 2'-10" 2'-2" 9'-11" 3'-0" 4" 2'-0" TRASH/RECYCLE 6 A-30.5 3'-0" 11" 5 A-30.5 2 A-30.5 1 A-30.5 4 EQ. SPACES AT 18" MAX. 20.4 20.1 20.2 20.3 PL2 SS1 PL1 20.16 3'-4"
4"
3'-4" 2'-0" TRASH/RECYCLE 3'-5" 1'-6"
2'-10" 2'-2" 9'-11" 3'-0" 4" 4" 5 EQ. SPACES AT 15" MAX. 2 A-30.5 4 A-30.5 6 A-30.5 5 A-30.5 20.4 SS1PL1 SOFFIT PL2 10 EQ. SPACES AT 16" MAX. 1 A-30.5 20.1 20.2 20.3 20.16 13'-2" 2'-10" 2'-2" 9'-11" 3'-0" 4" 4" SOFFIT PL2SS1 PL1 20.1 20.2 20.3 2'-0" TRASH/RECYCLE 6 A-30.5 7" 3'-5" 6 EQ. SPACES AT 16" MAX. 1 A-30.5 20.4 20.5 5 A-30.5 3'-4"
2'-10" 2'-2" 9'-11" 3'-0" 4" 4" 2'-0" TRASH/RECYCLE 6 A-30.5 11" 3'-0"5 A-30.5 2 A-30.5 1 A-30.5 4 EQ. SPACES AT 18" MAX. 4'-0" 20.4 20.1 20.2 20.3 PL2 SS1 PL1 20.16 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 08/06/24 X.X. X.X. 635036 CULV E R C I T Y , C A • I RV INE , C A • LOS ANGE L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. ALISO VIEJO, CA 92656 27141 ALISO CREEK RD. 1ST FLOOR OC-HCA INTERIOR ELEVATIONS AND MILLWORK DETAILS A-20.0AS NOTED KEYNOTES 1. FOR FINISHES REFERENCED ON ELEVATIONS, REFER TO SHEET A-5.0 FINISH SCHEDULE. 2. REFERENCE MILLWORK NOTES ON SHEET A-30.5 FOR SPECIFICATIONS AND GENERAL REQUIREMENTS. 3. PLASTIC LAMINATE WOOD GRAIN TO RUN VERTICAL, TOE KICK TO MATCH LOWER CABINET FINISH. GENERAL NOTES 20.1 ADJUSTABLE SHELVING, TYPICAL WHERE SYMBOL OCCURS OR REFERENCED IN DETAIL, SEE ELEVATION FOR QUANTITY. BUILDING STANDARD MILLWORK PULLS, TYPICAL WHERE SYMBOL OCCURS. SEE ELEVATIONS FOR QUANTITY. PROVIDE WALL BACKING AS REQUIRED FOR UPPER CABINET. SEE DETAIL 12/A-30.5. NEW SINK AND LEVER FAUCET, SEE SHEET A-0.3 FOR SPECIFICATIONS. GARBAGE DISPOSAL, SEE EQUIPMENT LEGEND ON SHEET A-0.3 FOR SPECIFICATIONS. INSTANTANEOUS WATER HEATER. REFRIGERATOR. REFERENCE SHEET A-0.3 FOR SPECIFICATIONS. MICROWAVE. REFERENCE SHEET A-0.3 FOR SPECIFICATIONS. DISHWASHER. REFERENCE SHEET A-0.3 FOR SPECIFICATIONS. 20.2 20.3 20.4 20.5 20.6 20.7 20.8 20.9 20.10 BOTTLE FILLER. REFERENCE SHEET A-0.3 FOR SPECIFICATIONS. PROVIDE GROMMETS IN WORKSURFACE AS REQUIRED. COORDINATE WITH TENANT FOR QUANTITY AND EXACT LOCATION. PROVIDE IN WALL METAL SUPPORT/BRACKET AS REQUIRED. METAL BRACKET SPEC AND SPACING PER MILLWORKER. PROVIDE SHATTER PROOF GLASS WINDOW WITH TWO WAY SPEAKER. 20.11 20.12 20.13 20.14 PROVIDE TAB PULL BY DOUG MOCKETT, DP3 4" SATIN CHROME. 20.15 UNDER CABINET LIGHT. REFER TO REFLECTED CEILING PLANS FOR SPECIFICATIONS. PROVIDE ALL MILLWORK LOCKS AND SAFETY LATCHES AT ALL MILLWORK CABINET DOORS. ALL THE LOCKS TO BE KEYED THE SAME FOR EACH INDIVIDUAL ROOM, U.O.N. 20.16 ELEVATIONS AT RECEPTION #101 1 3/8" = 1'-0" SCALE ELEVATION AT MOTHER'S ROOM #108 2 3/8" = 1'-0" SCALE ELEVATION AT TESTING OFFICE #113 3 3/8" = 1'-0" SCALE ELEVATION AT PRIVATE OFFICE #144 6 3/8" = 1'-0" SCALE ELEVATION AT MULTI PURPOSE OFFICE #132 7 3/8" = 1'-0" SCALE ELEVATION AT STAFF BREAK ROOM #147 10 3/8" = 1'-0" SCALE ELEVATION AT PRIVATE OFFICE #167 12 3/8" = 1'-0" SCALE 18 SCALE ELEVATION AT STORAGE #115 11 3/8" = 1'-0" SCALE ELEVATION AT CLUBHOUSE #174 16 3/8" = 1'-0" SCALE 19 SCALE 20 SCALE 17 SCALE BASE CABINET W/ MICROWAVE 1"=1'-0" 1"=1'-0" UPPER CABINET / DOOR NOT USED SPECIFY ELEVATION AT COPY ROOM #118 15 3/8" = 1'-0" SCALE NOT USED SPECIFY 08/16/24 ISSUE FOR ENGINEERING 08/29/24 ISSUE FOR PLAN CHECK NELSON
ALGAZE
No. C-21090
REN. 03/31/2025
L ,CENSE' ARC+,7EC7S7A7E O) CAL , )ORN ,A
96 Hilti Firestop Systems Hilti Firestop Systems System No. W-L-3282 SECTION A-A WL 3282 Page: 1 of 2 1. Wall Assembly — The 1 or 2 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300, U400, V400 or W400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs — Wall framing shall consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced max 16 in. (406 mm) OC. Steel studs to be min 3-1/2 in. (89 mm) wide and spaced max 24 in. (610 mm) OC. B. Gypsum Board* — 5/8 in. (16 mm) thick, 4 ft (1.22 m) wide with square or tapered edges. The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300, U400, V400 or W400 Series Designs in the UL Fire Resistance Directory. The hourly F and FH Ratings of the firestop system are equal to the hourly fire rating of the wall assembly in which it is installed. 2. Firestop Device* — Sleeve — Smooth steel sleeve device incorporating flat washers secured by sliding compression couplers. Device shall be installed in accordance with the accompanying installation instructions. Device provided in nom 2 in. and 4 in. (51 and 102 mm) diam sizes. Max diam of opening in wall for nom 2 in. and 4 in. (51 and 102 mm) diam device is 2-7/16 in. and 4-1/2 in. (62 and 114 mm), respectively. UNIQUE FIRE STOP PRODUCTS INC — Smooth Firestop A Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. September 02, 2015 Page: 2 of 2 2A. Firestop Device* — (Not Shown) — As an alternate to the smooth sleeve device in Item 2, threaded steel sleeve device incorporating flat washers secured by threaded couplers. Device shall be installed in accordance with the accompanying installation instructions. Device provided in nom 2 in. and 4 in. (51 and 102 mm) diam sizes. Max diam of opening in wall for nom 2 in. and 4 in. (51 and 102 mm) diam devices is 2-7/16 in. and 4-1/2 in. (62 and 114 mm), respectively. UNIQUE FIRE STOP PRODUCTS INC — Threaded Firestop 2B. Firestop Device* — (Not Shown) — As an alternate to the smooth sleeve and threaded sleeve devices in Items 2 and 2A, threaded steel sleeve halves incorporating split nuts and split washers sized to fit the specific diam of the opening may be used. Device shall be installed in accordance with the accompanying installation instructions. Device provided in nom 2 in. and 4 in. (51 and 102 mm) diam sizes. Max diam of opening in wall for nom 2 in. and 4 in. (51 and 102 mm) diam device is 2-7/16 in. and 4-1/2 in. (62 and 114 mm), respectively. UNIQUE FIRE STOP PRODUCTS INC — Split Sleeve The L Rating of the firestop system is dependent upon the type of firestop device as tabulated below:
WL 3282 Firestop Device L Rating, CFM/sq ft (CFM/firestop device) Ambient 400F Smooth Firestop 37 (3) 18 (2) Threaded Firestop 37 (3) 18 (2) Split Sleeve 54 (5) 47 (4) 3. Cables — Aggregate cross-sectional area of bundled cables in opening to be max 50 percent of the cross-sectional area of the firestop device. The annular space between the cable bundle and the periphery of the firestop device to be min 0 in. (point contact) to max 3 in. (76 mm). Cables to be rigidly supported on both sides of the wall assembly. Any combination of the following types and sizes of cables may be used:A. Max 300 pair No. 24 AWG telephone cable with polyvinyl chloride (PVC) insulation and jacket. B. Max 750 kcmil single copper connector power cable with thermoplastic insulation and PVC jacket. C. Max 7/C No. 12 AWG multiconductor power and control cable with PVC or cross-linked polyethylene (XLPE) insulation and PVC jacket. D. Multiple fiber optical communication cable jacketed with PVC and having a max outside diameter of 1/2 in. (13 mm). E. Max 3/C No. 12 AWG with bare aluminum ground, PVC insulated steel Metal-Clad cable. F. Max 1 in. (25 mm) diam metal clad TEK cable with PVC jacket. G. Max 2/0 aluminum SER cable. H. Type RG 59/U coaxial cable with polyethylene (PE) insulation and PVC jacket. 4. Fill, Void or Cavity Materials* - Plug — Plug sized for the firestop device friction-fitted within the firestop device in Item 2 or 2A such that the outer circumference of the dome-shaped plug is flush with either end of the firestop device. Plugs sized for the firestop device friction-fitted within the firestop device of Item 2B such that the outer circumference of the dome-shaped plug is flush with both ends of the firestop device. Plug(s) cut to fit around the cable bundle and installed tightly within the firestop device. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP 658T Firestop Plug or CFS-PL Firestop Plug * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.
A
4 4
3 2 1A1B
3 2
C CLAS IF IED
R Classified by Underwriters Laboratories, Inc. to UL 1479 and CAN/ULC-S115 US Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. September 02, 2015 ANSI/UL1479 (ASTM E814) CAN/ULC S115 F Ratings — 1 and 2 Hr (See Item 1) F Ratings — 1 and 2 Hr (See Item 1) T Rating — 0 Hr FT Rating — 0 Hr L Rating at Ambient — 37 or 54 CFM/Sq Ft (See Item 2) FH Ratings — 1 and 2 Hr (See Item 1) L Rating At 400F — 18 or 47 CFM/Sq Ft (See Item 2) FTH Rating — 0 Hr L Rating at Ambient — 37 or 54 CFM/Sq Ft (See Item 2) L Rating At 400F — 18 or 47 CFM/Sq Ft (See Item 2) EXISTING ALUMINUM MULLION 1/4" THICK x FULL WIDTH NEOPRENE GASKET METAL EDGE COLOR TO MATCH WALL CONDITION SPECIFIED WALL TYPE SEE SHEET A-2.0 EXISTING GLAZING 1" RETURN #8 S.M.S. TO EA. SIDE OF STUD, TOP AND BOTTOM HEAVY GAUGE BREAK MTL. TO MATCH STOREFRONT FINISH OR DRYWALL FINISH PAINTED TO MATCH STOREFRONT FINISH. PARTITION PER PLAN EX. STOREFRONT 12" MAX. · GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338. COMPOSITE DECK ABOVE FOLD OVER WEB OF STUD, ATTACH KICKER TO STRUCTURE ABOVE W/ 3/8" DIA. HILTI KB-TZ EMBEDDED 2" MIN. @ EA. KICKER. METAL STUD SEISMIC BRACING AT 48" O.C. ALTERNATING EACH DIRECTION. REFER TO STUD CHART AND NOTE 1, DETAIL 12/SHEET A-30.0 1-1/8" MIN. CLEARANCE 45° · POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C. #ESR - 1663 LINE OF CEILING - SEE REFLECTED CEILING PLAN FOR TYPE AND HEIGHT METAL STUD FRAMING PER STUD CHART. METAL STUD SEISMIC BRACING AT 48" O.C. ALTERNATING EACH DIRECTION TO STRUCTURE ABOVE 5/8" GYPSUM BOARD ON EACH SIDE UNDERSIDE CEILING INSULATED INSULATION - FIBERGLASS NOISE BARRIER FRICTION FIT IN WALL FRAMING METAL GAUGE TOP TRACK ATTACH KICKER ABOVE TO TOP TRACK WITH #8 TEK SHEET METAL SCREWS. DO NOT ATTACH TO GRID SYSTEM METAL BOTTOM TRACK GAUGE ATTACH TO SLAB WITH .145" DIAMETER POWER - DRIVEN FASTENER MIN. 1-1/4" EMBEDMENT AT 24" O.C. · POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C. #ESR - 1663 · GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338 UNDERSIDE CEILING INSULATED INSULATION - FIBERGLASS NOISE BARRIER FRICTION FIT IN WALL FRAMING. 6" BATT INSULATION TO EXTEND 3'-0" ON EITHER SIDE OF WALL A1A2 7 - INSULATION BLANKETS ABOVE CEILING - TYPE A2 PARTITIONS UNDERSIDE CEILING NON-INSULATED A LINE OF CEILING - SEE REFLECTED CEILING PLAN FOR TYPE AND HEIGHT METAL STUD FRAMING PER STUD CHART. METAL STUD SEISMIC BRACING AT 48" O.C. ALTERNATING EACH DIRECTION TO STRUCTURE ABOVE 6" ABOVE CEILING INSULATED INSULATION - FIBERGLASS NOISE BARRIER FRICTION FIT IN WALL FRAMING METAL TOP TRACK ATTACH KICKER ABOVE TO TOP TRACK WITH #8 TEK SHEET METAL SCREWS. DO NOT ATTACH TO GRID SYSTEM METAL BOTTOM TRACK ATTACH TO SLAB WITH .145" DIAMETER POWER - DRIVEN FASTENER MIN. 1-1/4" EMBEDMENT AT 24" O.C. · POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C. #ESR - 1663 · GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338. B1 6" 5/8" GYPSUM BOARD ON EACH SIDE
7 - INSULATION BLANKETS - TYPE B2 LINE OF CEILING - SEE REFLECTED CEILING PLAN FOR TYPE AND HEIGHT METAL STUD FRAMING PER STUD CHART. METAL BOTTOM TRACK GAUGE ATTACH TO SLAB WITH .145" DIAMETER POWER - DRIVEN FASTENER MIN. 1-1/4" EMBEDMENT AT 24" O.C. SLIP TRACK ATTACHED TO UNDERSIDE OF STRUCTURE ABOVE · GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338. · POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C. #ESR - 1663 12 - 5/8" TYPE "X" GYPSUM BOARD ON EACH SIDE
· SLIP TRACK SYSTEM UL-2079 CYCLICAL DESIGN ICC #ESR-2012 OSHPD R-0371-FIXED EQUIP. ANCHORED WHI-495-PSV-1333 UL-R19236 FULL HEIGHT INSULATED INSULATION - FIBERGLASS NOISE BARRIER FRICTION FIT. STC 49 (SA-870717): 3-5/8" MIN. STUD WIDTH W/ 3" THICK SAFB IN CAVITY REQ. C1 EXISTING PARTITION BEYOND, GC TO VERIFY STRUCTURE BEYOND PROVIDE 16 GA. STUD (CUT TO LENGTH) AT EA STUD FW/ #8 SMS TO TRACK EA FLANGE & (2) #8 SMS TO EA (N) STUD. · GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338. · POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C. #ESR - 1663 METAL BOTTOM TRACK. ATTACH TO SLAB WITH .145" DIAMETER POWER - DRIVEN FASTENER MIN. 1-1/4" EMBEDMENT AT 24" O.C. 5/8" GYPSUM BOARD ON FACE OF STUDS. METAL TOP TRACK (GA. TO MATCH STUD U.O.N.) LINE OF CEILING - SEE REFLECTED CEILING PLAN FOR TYPE AND HEIGHT WALL FURRING NON-INSULATED E 6" 4" (U.O.N. PER PLAN) CONT. 16 GA. METAL TRACK ATTACHED TO EACH STUD OF (E) WALL W/ (3) #8 SMS. METAL STUD FRAMING PER STUD CHART. MAX. HEIGHT 11'-0" 16 GA. CRC OR U-CHANNEL CONTINUOUS BRIDGING. 16 GA. ANGLE (1-1/2"x1-1/2") AT EA STUD W/ (2) #8 SMS EA. LEG EXISTING ALUMINUM MULLION 1/4" THICK x FULL WIDTH NEOPRENE GASKET METAL EDGE COLOR TO MATCH WALL CONDITION PARTITION PER PLAN EXISTING GLAZING 1" RETURN 8" MIN. U.N.O. VARIES #8 S.M.S. TO EA. SIDE OF STUD, TOP AND BOTTOM · GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338 · GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338 1/4" THICK x FULL WIDTH NEOPRENE GASKET METAL EDGE COLOR TO MATCH WALL CONDITION EXISTING GLAZING #8 S.M.S. TO EA. SIDE OF STUD, TOP AND BOTTOM EXISTING ALUMINUM MULLION PARTITION PER PLAN NOTE: PROVIDE INSULATION AS REQUIRED PER SPECIFIED WALL TYPE. 1'' RETURN FIRE EXTINGUISHER CABINET - SEE PARTITION LEGEND FOR SPEC. SEE PARTITION PLAN FOR LOCATIONS BPLAN SECTION A SECTION B VARIES MOUNTING SCREW PER MANUFACTURER METAL STUD PER PARTITION PLAN 5/8" GYP.BOARD TYPICAL. SEE SPECIFICATION 48" MAX. PAINT EXPOSED CABINET TO MATCH WALL NEW RECESSED FIRE EXTINGUISHER CABINET. REFER TO PARTITION NOTE SHEET FOR SPECIFICATION 48" MAX. VERIFY ADA COMPLIANCE 10
-
· NON LOAD-BEARING METAL STUD FRAMING SSMA OR EQUAL AS PER I.C.C. #ESR - 3064P· NON LOAD-BEARING METAL STUD C-SECTIONS AND TRACKS SSMA OR EQUAL AS PER I.C.C. #ESR - 3064P (EXAMPLE: 6" = 600 X 1/100 INCHES) ALL MEMEBER DEPTHS ARE TAKEN IN 1/100 INCHES. FOR ALL "T" SECTIONS MEMBER DEPTH IS THE INSIDE DIMENSION. MEMBER DEPTH: FLANGE WIDTH: (EXAMPLE: 1 5/8" = 1.625" ~ 162 X 1/100 INCHES) ALL FLANGE WIDTHS ARE TAKEN IN 1/100 INCHES. STYLE: (EXAMPLE: STUD OR JOIST SECTION = S ) THE FOUR ALPHA CHARACTERS UTILIZED BY THE DESIGNATOR SYSTEM ARE: (EXAMPLE: 0.054 IN. = 54 MILS; 1 MIL =1/1000 IN.) MATERIAL THICKNESS IS THE MINIMUM BASE METAL THICKNESS IN MILS. MINIMUM BASE METAL THICKNESS REPRESENTS 95% OF THE DESIGN THICKNESS. MIL THICKNESS: S = STUD OR JOIST T = TRACK U = CHANNEL F = FURRING 600 S 162 - 54 NOTES 1. PROVIDE KICKERS FOR NON-FULL HEIGHT CONDITIONS OR WHERE NOTED OTHERWISE. SEE WALL SCHEDULE FOR MORE INFORMATION. 1.1. KICKER LENGTH SHALL BE 8'-0" MAX. 2. ALLOWABLE COMPOSITE LIMITING HEIGHTS ARE CALCULATED USING ICC-ES AC86-2012 3. VALUES REPRESENTED ON THE CHART ARE DESIGNED TO RESIST 5 PSF OF OUT-OF-PLANE LOAD AND L/240 4. PROVIDE BRIDGING @ MID-HEIGHT OR A MAX. OF 8'-0" O.C. WHERE GYPSUM BOARD IS NOT APPLIED TO BOTH SURFACES. 5. COMPOSITE LIMITING HEIGHTS ARE BASED ON A SINGLE LAYER OF 5/8" TYPE 'X' GYPSUM BOARD INSTALLED IN THE VERTICAL ORIENTATION TO BOTH SIDE OF THE WALL OVER FULL HEIGHT USING MINIMUM NO. 6 TYPE S DRYWALL SCREWS SPACED A MAXIMUM OF 12" O.C. FOR STUDS AT 24" SPACING AND 16" O.C. FOR STUDS AT 16" AND 12" SPACING. STUD SIZE WALL HEIGHT LIMIT KICKER WALL TYPE SIZE MIL/GA 12" SPACING O.C. 16" 24" SIZE SPACING 250S125 18/25 14'-2" (SEE NOTE 1) 27/22 15'-4" 30/20 15'-10" 362S125 16'-8" 18'-2" 18'-3" 400S125 17'-6" 19'-5" 19'-5" 600S125 22'-9" 26'-9" 27'-1" NON-STRUCTURAL METAL STUD WALL SIZING CHART 362S125-33 48" O.C. 400S125-33 48" O.C. 600S125-33 48" O.C. 12'-10" 11'-3" 13'-11" 12'-2" 14'-5" 12'-7" 15'-2" 13'-2" 16'-6" 14'-5" 16'-7" 14'-6" 15'-11" 13'-8" 17'-8" 15'-5" 17'-8" 15'-5" 20'-1" 24'-4" 24'-7" 16'-4" 21'-3" 21'-6" 250S125 250S125 362S125 362S125 400S125 400S125 600S125 600S125 18/25 27/22 30/20 18/25 27/22 30/20 18/25 27/22 30/20 EQ EQ 5/8" DEFLECTION
GAP
1-1/8" COMPOSITE DECK OR STRUCTURE ABOVE (2) #8 S.M.S 16" O.C. (MAX.) .145 DIA. POWER DRIVEN FASTENER AT EA. FLUTE. 1-1/4" MIN. EMBEDMENT 2" x 20 GAUGE X 10" LONG GALVANIZED STEEL STRAPS ATTACHED TO STEEL DECK WITH STEEL FASTENERS OR MASONRY ANCHORS ON EACH SIDE OF THE FLUTE 12" MAX. SLIP TRACK SYSTEMS #8 WAFERHEAD FRAMING SCREWS (TYP.) TOP OF VERTICAL STUD WALL PARALLEL TO FLUTES 5/8" DEFLECTION
GAP
1-1/8" COMPOSITE DECK OR STRUCTURE ABOVE .145 DIA. POWER DRIVEN FASTENER AT EA. FLUTE. 1-1/4" MIN. EMBEDMENT SLIP TRACK SYSTEMS #8 WAFERHEAD FRAMING SCREWS (TYP.) TOP OF VERTICAL STUD WALL PERPENDICULAR TO FLUTES STUD WALLS WIDTH VARIES CEILING LINE, SEE RCP FOR CEILING TYPE STUD WALLS WIDTH VARIES · POWER - DRIVEN FASTENERS HILTI OR EQUAL AS PER I.C.C. #ESR - 1663, LARR #25646 · SLIP TRACK SYSTEM UL-2079 CYCLICAL DESIGN ICC #ESR-2012 OSHPD R-0371-FIXED EQUIP. ANCHORED LARR 25344 WHI-495-PSV-1333 UL-R19236 GYPSUM BOARD PER WALL TYPE GYPSUM BOARD PER WALL TYPE SEAL FULLY WITH HILTI CP 506 ACOUSTIC SEALANT OR APPROVED EQUAL. 1/2" 6"
(WHERE NOTED) CEILING LINE, SEE RCP FOR CEILING TYPE 6" (WHERE NOTED) CUT AND SHAPE GYPSUM BOARD BETWEEN FLUTES WHERE NOTED TO BE FULL HEIGHT. 1/4"
1/4" 1/2" 1/4" ALIGN1/2" 1/4" SCHEDULED DOOR AND FRAME ASSEMBLY; WHERE OCCURS SPECIFIED FLOORING STONE THRESHOLD GROUT PORCELAIN TILE THINSET MORTAR CRACK SUPPRESSION MEMBRANE LVLG AND PATCHING COMPOUND STOREFRONT DOOR PER DOOR SCHEDULE GLAZING NEW ALUMINUM SADDLE /OFF SADDLE THRESHOLD. PEMKO 158 OR APPROVED EQUAL. FINISH: TBD 10" 1/2" MAX. STOREFRONT FRAME BEYOND EXTERIOR INTERIOR 1/4" MAX. A-30.0
1 SCALE SCALE SCALE WALL TYPE B1 1-1/2"=1'-0" WALL TYPE C1 SCALE SCALE SCALE SCALE WALL PARTITION DETAILS 1-1/2"=1'-0" 1-1/2"=1'-0" 1-1/2"=1'-0" AS NOTED PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 08/06/24 X.X. X.X. 635036 CULV E R C I T Y , C A • I RV INE , C A • LOS ANGE L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. ALISO VIEJO, CA 92656 27141 ALISO CREEK RD. 1ST FLOOR OC-HCA WALL TYPE A, A1 AND A2 SEMI-RECESSED FIRE EXTINGUISHER 1-1/2"=1'-0" WALL TO MULLION CONNECTION 1-1/2"=1'-0" FURRING WALL - WALL TYPE E SCALE FIRE EXTINGUISHER CABINET 1-1/2"=1'-0" NON-STRUCTURAL METAL STUD SIZING CHARTS WALL TO MULLION CONNECTION SCALE N.T.S 1-1/2"=1'-0" SEISMIC BRACING DETAIL SCALE 1-1/2"=1'-0" SCALE NON RATED FULL HT. SLIP TRACK 3"=1'-0" SCALE WALL TO MULLION CONNECTION 1-1/2"=1'-0" 17 SCALE 6"=1'-0" STONE THRESHOLD DETAIL 1920 SCALE SCALE NOT USED SPECIFY NOT USED SPECIFY 2 34
5 6
7 91012 1316 18 SCALE 6"=1'-0" THRESHOLD DETAIL AT EXTERIOR DOOR SCALE N.T.S. FIRE RATED WALL PENETRATION DETAIL 15 08/16/24 ISSUE FOR ENGINEERING 08/29/24 ISSUE FOR PLAN CHECK NELSON
ALGAZE
No. C-21090
REN. 03/31/2025
L ,CENSE' ARC+,7EC7
S7A7E O) CAL , )ORN ,A
97 4'-0" O.C.
2'-0" O.C.
MAX. 6"
4'-0"O.C. 4'-0" MAX 8"
· BRACING DETAIL USG OR EQUAL #ESR - 1222, LARR #25764
6 4253 VERTICAL STRUT: A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACING WIRE THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12 FEET ON CENTER IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6 FEET FROM EACH WALL ALL SUPPORT WIRES SHALL BE LOOPED AROUND RUNNERS, JOIST, SCREW EYES, ETC., WITH MINIMUM OF THREE TURNS, THEN TWISTED ABOUT THEMSELVES A MINIMUM OF THREE TIMES, TYPICAL UNLESS OTHERWISE NOTED 123
79 2'-0" O.C.
MAX. 6"
4'-0"O.C. 4'-0" MAX 12'-0" O.C. 8" LINE OF ALL OR END OF SUSPENDED CLG. CONSTRUCTION · GYPSUM BOARD ASSEMBLIES GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338. 1 #12 GAUGE HANGER WIRES SPACED 4'-0" O.C. ALONG 1 1/2" METAL CHANNELS. LOCATE WITHIN 8" OF ENDS OF CHANNEL RUNS. ATTACH WIRE TO COMPOSITE METAL DECK WITH HILTI CEILING CLIP (CC27-ALH27) ICC-ESR-2184. 1-1/2" x 20 GAUGE STEEL CHANNEL AT 4'-0" O.C. PROVIDE 1" CLEARANCE BETWEEN ABUTTING WALLS AND PARTITIONS. AT CHANNEL SPLICES, INTERIOR LOCK FLANGES, OVERLAP ENDS 12" AND SECURE EACH END WITH DOUBLE STRAND 12 GAUGE TIE WIRE 7/8" x 20 GAUGE METAL FURRING CHANNEL WITH 1" CLEARANCE BETWEEN FURRING ENDS AND ABUTTING WALLS AND PARTITIONS. ATTACH FURRING CHANNELS TO A 1-1/2" CHANNEL WITH FURRING CHANNEL CLIPS INSTALLED ON ALTERNATE SIDES AT SPLICES, NEST FURRING CHANNELS WITH AT LEAST 8" OVERLAP AND SECURELY WIRE TIE EACH END WITH DOUBLE STRAND 12 GAUGE TIE WIRE LATERAL SUPPORT WIRES, #12 GAUGE (MIN) SPLAYED IN FOUR DIRECTIONS 90 DEGREES APART. CONNECT TO 1-1/2" STEEL CHANNEL AT 6" MAX. FROM CROSS FURRING CHANNEL TO STRUCTURE ABOVE AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM PLANE OF CEILING. INSTALL LATERAL SUPPORT WIRES AT 12'-0" INTERVALS EACH DIRECTION WITH THE FIRST POINT AT 4'-0" (MAX) FROM EACH WALL.. 5/8" GYPSUM BOARD. ATTACH GYPSUM BOARD TO FURRING CHANNELS WITH #8 SHEET METAL SCREWS AT 6" O.C. VERTICAL COMPRESSION STRUT, STEEL SECTION WITH L/R RATIO OF 200 MAX. ATTACH TO MAIN RUNNERS WITH 1/4" MACHINE BOLTS AND TO STRUCTURE WITH 3/8" DIA. HILTI KB-TZ (ESR-1917) EMBEDDED 2" MIN. @ 24" O.C. 6 54 8 STRUT HEIGHT 6'-0" 400S162-33 8'-0" 14'-0" METAL STUD SIZE 400S162-33 (2)400S162-33 Double Metal Studs#10 SMS @ 12" O.C Staggered Main runner Furring channel (2) Metal studs per schedule. 3" MAX. Note: L > 14'-0": Provide structural design calculstions METAL STUD COMPRESSION STRUT SCHEDULE SEISMIC DESIGN CATEGORIES D,E AND F. 1. SUSPENDED CEILINGS IN SEISMIC DESIGN CATEGORIES D,E, AND F SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ASTM C635, ASTM 636 AND CISCA FOR SEISMIC ZONES 3-4 AS MODIFIED BY THE FOLLOWING: 2. A HEAVY DUTY T-BAR GRID SHALL BE USED 3. THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT LESS THAN 2". IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE CLOSURE ANGLE. THE OTHER END IN EACH HORIZONTAL DIRECTION SHALL HAVE A 0.75 ". CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO SLIDE ON A CLOSURE ANGLE 4. FOR CEILING AREAS EXCEEDING 1,000 SF HORIZONTAL RESTRAINT OF THE CEILING TO THE STRUCTURAL SYSTEM SHALL BE PROVIDED. THE TRIBUTARY AREAS OF THE HORIZONTAL RESTRAINTS SHALL APPROXIMATELY EQUAL EXCEPTION: A. RIGID BRACES ARE PERMITTED TO BE USED INSTEAD OF DIAGONAL SPLAY WIRES. BRACES AND ATTACHMENTS TO THE STRUCTURAL SYSTEM ABOVE SHALL BE ADEQUATE TO LIMIT RELATIVE LATERAL DEFLECTIONS AT POINT OF THE ATTACHMENT OF THE CEILING GRID TO LESS THAN O.25" FOR THE LOADS PRESCRIBED IN SECTION 13.3.OF MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES B. FOR CEILING AREAS EXCEEDING 2,500 SF, A SEISMIC SEPARATION JOINT OR FULL HEIGHT PARTITION THAT BREAKS THE CEILING UP INTO AREAS NOT EXCEEDING 2,500 SF SHALL BE PROVIDED UNLESS STRUCTURAL ANALYSES ARE PERFORMED OF THE CEILING BRACING SYSTEM FOR THE PRESCRIBED SEISMIC FORCES THAT DEMONSTRATE CEILING SYSTEM PENETRATIONS AND CLOSURE ANGLES PROVIDE SUFFICIENT CLEARANCE TO ACCOMMODATE THE ANTICIPATED LATERAL DISPLACEMENT C. EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS, SPRINKLER HEADS AND OTHER PENETRATIONS SHALL HAVE A 2" OVERSIZE RING, SLEEVE, OR ADAPTER ROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS. ALTERNATIVELY, A SWING JOINT THAT CAN ACCOMMODATE 1" OF THE CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS IS PERMITTED TO BE PROVIDED AT THE TOP OF THE SPRINKLER HEAD EXTENSION D. SUSPENDED CEILINGS SHALL BE SUBJECT TO THE SPECIAL INSPECTION REQUIREMENTS OF ASCE 7-10, SECTION 11A.1.3.9, ITEM 2. E. AS AN ALTERNATE TO PROVIDING LARGE CLEARANCES AROUND SPRINKLER SYSTEM PENETRATIONS THROUGH CEILING SYSTEMS, THE SPRINKLER SYSTEM AND CEILING SYSTEM AND CEILING GRID ARE PERMITTED TO BE DESIGNED AND TIED TOGETHER AS AN INTEGRAL UNIT. SUCH A DESIGN SHALL CONSIDER THE MASS AND FLEXIBILITY OF ALL ELEMENTS INVOLVED, INCLUDING THE CEILING SYSTEM, SPRINKLER SYSTEM, LIGHT FIXTURES AND MECHANICAL (HVAC) APPURTENANCES. SUCH DESIGN SHALL BE PERFORMED BY A REGISTERED DESIGN PROFESSIONAL GENERAL NOTES: 1. LATERAL FORCE MEMBERS SHALL BE SPACED A MINIMUM OF 6" FROM ALL HORIZONTAL PIPING OR DUCTWORK THAT IS NOT PROVIDED WITH BRACING RESTRAINS FOR HORIZONTAL FORCES. BRACING WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL LOAD, WHICHEVER IS GREATER, WITH A SAFETY FACTOR OF 2. 2. STRUTS OTHER THAN THE ONES LISTED ABOVE MAY BE USED WITH AN EVALUATION REPORT BY I.C.C. OR OTHER NATIONALLY ACCREDITED TESTING LABORATORY. 3. ALL 24" x 48" CEILING LIGHT FIXTURES & 24" x 24" HVAC AIR REGISTERS SHALL BE SUPPORTED BY A MIN. OF (2) TWO HANGERS @ OPPOSITE CORNERS. CEILING SYSTEM SHALL NOT SUPPORT OTHER ITEMS. 4. ALL INTERIOR WALL & CEILING FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH ASTM E 84 SHALL BE FLAME SPREAD CLASS III MIN. 5. SPRINKLER HEADS AND OTHER PENETRATION CLEARANCE MIN. 2" DIA. OPENING OR A SWING JOINT 6. ARMSTRONG ACOUSTICAL CEILING SUSPENSION ICC ESR-1308 7. BRACING WIRES SECURED TO MAIN RUNNERS WITHIN 2" OF THE CROSS RUNNER INTERSECTION AND SPLAYED 90° FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45° FROM THE PLANE OF THE CEILING. 8. FOR ROOMS WITH SPAN IN EITHER DIRECTION LESS THAN 25', MAIN RUNNERS AND CROSS RUNNERS MAY BE ATTACHED TO THE PERIMETER OF THE TWO ADJACENT WALLS WITH 3/8" CLEARANCE BETWEEN THE RUNNERS AND THE OTHER TWO WALLS. WHERE SPAN OF THE CEILING SYSTEM BETWEEN PERIMETER WALLS EXCEED 25' IN BOTH DIRECTIONS, A MINIMUM WALL ANGLE SIZE OF AT LEAST 2" HORIZONTAL LEG SHALL BE USED AT THE PERIMETER WALLS AND INTERIOR FULL HEIGHT PARTITION. THE FIRST TILE SHALL BE 3/4" CLEAR FROM THE WALL SURFACE. 9. WHEN THE DISTANCE BETWEEN THE STRUCTURAL DECK AND THE CEILING EXCEEDS 4', THE SPACING OF THE VERTICAL HANGERS SHALL NOT EXCEED 2' O.C. ALONG THE ENTIRE LENGTH OF THE MEANS OF EGRESS SERVICING AN OCCUPANT LOAD OF 30 OR MORE, AND AT LOBBIES ACCESSORY TO GROUP A OCCUPANCIES. 4'-0" TYP. 1. VERTICAL STRUT: A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACING WIRE. 2. HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12 FEET ON CENTER IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6 FEET FROM EACH WALL. VERTICAL STRUT (TYP) STD INSTALLATION PER ASCE SECTION 13.5.6.2.2 2'-0"
2'-0" 2" (MAX) FROM BRACING WIRE TO CROSS RUNNERS. METAL STUD COMPRESSION STRUT PER SCHEDULE 1/4" DIA. MACHINE BOLT ACOUSTICAL CEILING TILES CEILING CLIP ASSEMBLY - HILTI CC-CLIP FASTENED W/.177 DIA. POWER DRIVEN FASTENER DX-KWIK, LARR-25651-ICC ESR-2184, OR APPROVED EQUAL 1-1/2"-4 TIGHT TURNS 12 GA. VERTICAL WIRE SPLAYED BRACE WIRE COMPRESSION STRUT ATTACHMENT DETAILS 12'-0" 45.0° 6'-0" MAX. 6'-0" MAX 12'-0" 8" TYPICAL 12 GA. VERTICAL HANGER WIRE @ 4'-0" O.C. EACH WAY W/ MIN. 4 TIGHT TURNS IN 1-1/2" BOTH ENDS OF WIRE. 12GA. BRACING WIRE W/ MIN. 4 TIGHT TURNS IN 1-1/2" BOTH ENDS OF WIRE TYP. 90 APART @ 12'-0" O.C. EA. WAY. STARTING 6' FROM WALLS 45.0° O.C. CEILING GRID GRID MAIN RUNNER 12 GA. SPLAYED SEISMIC BRACING WIRE. 4 TIGHT TURNS VERTICAL HANGER WIRE ATTACHED TO STRUCTURE WITH 3/8" DIA. HILTI KB-TZ (ESR-1917) EMBEDDED 2" MIN. @ 24" O.C. CEILING CLIP ASSEMBLY - HILTI CC-CLIP FASTENED W/.177 DIA. POWER DRIVEN FASTENER DX-KWIK, LARR-25651-ICC ESR-2184, OR APPROVED EQUAL EMT COMPRESSION STRUT PER SCHEDULE. ENDS FLATTENED AND ATTACHED AS NOTED COMPRESSION STRUT SCHEDULE HEIGHT 3 / 4" EMT METAL STUD OPTION UP TO 5'-0" 250TI25-33 (20 GA) 400S137-33 (20 GA) - 400S200-33 (20 GA) UP TO 6'-0" UP TO 7'-0" UP TO 10'-0" 1" EMT 1 - 1 / 4" EMT EMT OPTION 250TI25-33 (20 GA) > 10'-0" : Provide structural design calculations. COMPRESSION STRUTS 12' O.C, BOTH DIRECTIONS, STEEL SECTION WITH L/R RATION OF 200 MAX. ATTACH TO MAIN RUNNERS WITH 1/4" MACHINE BOLTS AND TO STRUCTURE WITH 3/8" DIA. HILTI KB-TZ (ESR-1917) EMBEDDED 2" MIN. @ 24" O.C. COMPRESSION STRUT SHALL NOT REPLACE HANGER WIRE. MAY BE STEEL STUD, BLACK IRON, EMT OR WOOD STUD (IN COMBUSTIBLE CONSTRUCTION TYPES ONLY) OR OTHER APPROVED EQUAL. - MAIN RUNNER CROSS RUNNER
8" UNATTACHED WALL ATTACHED WALL 6
- 10
- 3/8" AT TWO ADJACENT WALLS OR 3/4" AT ALL FOUR WALLS. SEE NOTE #8 3/8" MIN. CLR. CROSS OR MAIN RUNNER #12 AWG STEEL WIRE CONNECTOR USED FOR BOTH GRID SUPPORT AND FIXTURE SUPPORT. ATTACH TO PERMANENT STRUCTURE. TYP. 6 PLACES 2' x 4' FIXTURE SHOWN. DETAIL IS TYPICAL FOR 2' x 2' , 1' x 4' AND MOST OTHER RECESSED TROFFER FIXTURES. TYPICAL OF A VARIETY OF TROFFER FIXTURE SUPPORT WIRE CONNECTION TABS. PROVIDE MIN. 3 COMPLETE TURNS OF WIRE NO MORE THAN 15" LONG (TYP.) #10 TEK SCREWS LOCATED AT OPPOSITE CORNERS OF RUNNERS THRU INTEGRAL FIXTURE SUPPORT TABS - ONE SCREW SHOWN FOR CLARITY. USE OF UL - LISTED ACCESSORY FIXTURE SUPPORT TABS PROVIDED BY FIXTURE MANUFACTURER MAY BE USED IF ACCEPTABLE WITH THE LOCAL CODES. SCREWS SHOULD NOT EXTEND INTO THE BODY OF THE FIXTURE AS THIS MAY DISTORT FIXTURE BODY CREATING LIGHT LEAKAGE. 6" 1" SUSPENDED CEILING REFER TO R.C.P. FOR SPECIFICATION PROVIDE NEW 5/8" GYPSUM BOARD ON EACH SIDE EXISTING STRUCTURE 7/8" SHADOW MOLDING
REFER TO RCP
45° 2-1/2" x 20 GAUGE METAL STUD. ATTACH TO STRUCTURE WITH 3/8" DIA. HILTI KB-TZ (ESR-1917) EMBEDDED 2" MIN. @ 24" O.C. 2-1/2" x 20 GAUGE METAL STUD KICKERS. ALTERNATING @ 48" O.C. ATTACH TO STRUCTURE ABOVE WITH 3/8" DIA. HILTI KB-TZ (ESR-1917) EMBEDDED 2" MIN. @ 24" O.C. (3) #10 SHEET METAL SCREWS 6" CROSS TEE TEE-FACE SLEEVE 4-WAY SEISMIC EXPANSION JOINT CLIP FASTENER MAIN TEE HANGER WIRE NEAR TEE END 1" MIN. FIELD CUT MAIN TEE CROSS TEE ONE SIDE OF SPLICE CAP CRIMPED TO ALLOW MOVE MENT ONLY ON OPPOSITE END 1" MIN. 3 FULL TWIST MIN. T-BAR CEILING (SEE REFLECTED CLG. PLAN) IF APPLICABLE SCREW TIGHTENED THROUGH MAIN RUNNER/CROSS TEE BULB OR WEB 7/8" 8" MAX · CEILING TILE AND GRID ARMSTRONG ICC-ESR-1308 L.A. RR. #25032 · SEISMIC WALL CLIP BERC2 OR EQUAL ICC - ESR 1308, LARR #25032 ARMSTRONG 7/8" ANGLE MOLDING ARMSTRONG BERC2 SEISMIC WALL ATTACHMENT CLIP. ARMSTRONG 7/8" ANGLE MOLDING ARMSTRONG BERC2 SEISMIC WALL ATTACHMENT CLIP HANGER WIRE MAIN RUNNER/CROSS TEE 7/8" B B
B SECTION VIEW
A ISOMETRIC VIEW SCREW TIGHTENED THROUGH MAIN RUNNER/CROSS TEE BULB OR WEB T-BAR CEILING (SEE REFLECTED CLG. PLAN) IF APPLICABLE 3/4" 7/8" · CEILING TILE AND GRID ARMSTRONG ICC-ESR-1308 L.A. RR. #25032 · SEISMIC WALL CLIP BERC2 OR EQUAL ICC - ESR 1308, LARR #25032 ARMSTRONG 7/8" ANGLE MOLDING ARMSTRONG BERC2 SEISMIC WALL ATTACHMENT CLIP. ARMSTRONG 7/8" ANGLE MOLDING ARMSTRONG BERC2 SEISMIC WALL ATTACHMENT CLIP HANGER WIRE MAIN RUNNER/CROSS TEE 7/8" B B
B SECTION VIEW
A ISOMETRIC VIEW LOOSE SLIP SCREW 3 FULL TWIST MIN. LOOSE SLIP SCREW 8" MAX 3/4" 4 A-30.2 SCALE EXPANSION JOINT SCALE SCALE DRYWALL HEADER DETAIL SCALE SCALE SCALE SUSPENDED GYP. BOARD CEILING SCALE SCALE LIGHT FIXTURE SEISMIC SUPPORT SCALE CEILING DETAILS COMPOSITE DECK 3"=1'-0" 1-1/2"=1'-0" 1-1/2"=1'-0" 1-1/2"=1'-0" 3"=1'-0" NOT USED SPECIFY SCALE NOT USED SPECIFY SPECIFY NOT USED AS NOTED 1-1/2"=1'-0" SUSPENDED CEILING GRID DETAIL SCALE 1-1/2"=1'-0" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 08/06/24 X.X. X.X. 635036 CULV E R C I T Y , C A • I RV INE , C A • LOS ANGE L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. ALISO VIEJO, CA 92656 27141 ALISO CREEK RD. 1ST FLOOR OC-HCA ATTACHED - GRID TO WALL DETAIL SCALE SCALE NOT USED SPECIFY UNATTACHED - GRID TO WALL DETAIL NOT USED SPECIFY NOT USED SPECIFY 6 78 10 13141516 17181920 08/16/24 ISSUE FOR ENGINEERING 08/29/24 ISSUE FOR PLAN CHECK NELSON
ALGAZE
No. C-21090
REN. 03/31/2025
L ,CENSE' ARC+,7EC7
S7A7E O) CAL , )ORN ,A
98 A-30.4 DISCLAIMER: THE AGREEMENT SHALL NOT DEVIATE FROM THESE DETAILS IN ANY WAY WITHOUT WRITTEN APPROVAL FROM SAA. ANY DEVIATION FROM THESE DETAILS SHALL BE THE SOLE RESPONSIBILITY AND LIABILITY OF THE CONTRACTOR. PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 08/06/24 X.X. X.X. 635036 CULV E R C I T Y , C A • I RV INE , C A • LOS ANGE L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. ALISO VIEJO, CA 92656 27141 ALISO CREEK RD. 1ST FLOOR OC-HCA AS NOTED GLASS PARTITION DETAILS NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED 08/16/24 ISSUE FOR ENGINEERING 08/29/24 ISSUE FOR PLAN CHECK NELSON
ALGAZE
No. C-21090
REN. 03/31/2025
L ,CENSE' ARC+,7EC7S7A7E O) CAL , )ORN ,A
99 MELAMINE CABINET INTERIOR FINISHED COUNTERTOP OVER 3/4" SUBSTRATE COUNTERTOP WITH 1-1/2" FINISHED EDGE MELAMINE DRAWER INTERIOR 1/4" MELAMINE BACK PANEL DRAWER PULL AS SPECIFIED EXTRA HEAVY DUTY FULL EXTENSION DRAWER GLIDES (TYP.) TOE KICK TO MATCH FINISHED FACE FINISHED FRONT FACE, FACE FRAME EDGES AND EXPOSED SIDES REFER TO ELEVATIONS REFER TO ELEVATION FOR BACK SPLASH 2-1/2" 7" 7"
4" 2'-0" MAX.
DEPEND ON CABINET HEIGHT. REF TO ELEV 2'-0" MAX. REFER TO ELEVATION FOR BACK SPLASH PLASTIC LAMINATE COUNTERTOP WITH 1 1/2" FINISHED EDGE 1/4" MELAMINE BACK PANEL REFER TO ELEVATIONS MELAMINE CABINET INTERIOR ROUTE OUT FIGURE ±3/32" PAINT ROUTE AREA SEE ELEVATIONS FOR COLOR FINISHED COUNTERTOP OVER 3/4" SUBSTRATE COUNTERTOP WITH 1 1/2" FINISHED EDGE MICROWAVE MICROWAVES REFER TO POWER AND SIGNAL PLAN SPECIFICATION INFORMATION COORDINATE POWER OUTLET W/ MILLWORK REFER TO ELEVATIONS 1/4" MELAMINE BACK PANEL
4" SEE SPECIFICATIONS SEE ELEVATION DOOR PULL AS SPECIFIED PLASTIC LAMINATE CABINET INTERIOR FINISHED FRONT FACE, FACE FRAME EDGES AND EXPOSED SIDES 1/4" MELAMINE BACK PANEL TRASH CONTAINER BY GENERAL CONTRACTOR TOE KICK TO MATCH FINISHED FACE 2 1/2" 3/4" PLASTIC LAMINATE SLIDE OUT TRASH CONTAINER SHELF WITH ANGLED SIDES ATTACHED TO FRONT W/ 24" DEEP FULL EXTENSION ACCURIDE GLIDES SCRIBE TO CEILING WITH 3/4" REVEAL FACE OF WALL PLASTIC LAMINATE SOFFIT MICROWAVE SEE SPECIFICATIONS EUROPEAN HINGES, TYP. (BLUM, MEPLA OR SOSS) DOOR PULL AS SPECIFIED PROVIDE CONTINUOUS METAL BACKING BEHIND DRYWALL MICROWAVES REFER TO POWER AND SIGNAL PLAN SPECIFICATION INFORMATION COORDINATE POWER OUTLET W/ MILLWORK FINISHED COUNTERTOP OVER 3/4" SUBSTRATE COUNTERTOP WITH 1 1/2" FINISHED EDGE 3/4" MELAMINE SHELF WITH CHROME SHELF PINS IN 5MM HOLES AT 1-1/4" O.C. MELAMINE CABINET INTERIOR FINISHED FRONT FACE, FACE FRAME EDGES AND EXPOSED SIDES ROUTE OUT FIGURE ±3/32" PAINT ROUTE AREA SEE ELEVATIONS FOR COLOR 34" MAX. 4" 24" CONTRACTOR TO COORDINATE OPENING FOR SPEAKER. COORDINATE REQUIREMENTS WITH TENANT'S VENDOR. PASS THROUGH OPENING. FOR FINISH REF. TO MILLWORK PLAN FINISHED COUNTERTOP OVER 3/4" PLYWOOD SUBSTRATE. COUNTERTOP WITH 3" FINISHED EDGE. ALL CORNERS TO MITERED 1-1/4" X 1-1/4" STEEL ANGLE SUPPORT AT 36" TO 48" ON CENTER SECURED WITH BACK TO BACK STUDS ROUND OFF ANY SHARP EDGES. ACCESSIBLE CASH REGISTER COUNTER, 28" TO 34" HEIGHT AND 36" MIN. WIDTH. 3" 34" AFF 11 A-30.4 18" LOBBY #100 RECEPTION #101 1. SUBMITTALS. SEE GENERAL REQUIREMENTS SHEETS FOR SCHEDULE OF SUBMITTAL. 2. W.I.C. STANDARDS. COMPLY WITH THE WOODWORK INSTITUTE OF CALIFORNIA "MANUAL OF MILLWORK", LATEST EDITION. a) PROJECT STANDARD SHALL BE: X CUSTOM GRADE PREMIUM GRADE b) FLUSH OVERLAY CONSTRUCTION IS STANDARD, U.O.N. 3. SCRIBE FINISH. SCRIBE ALL CASEWORK AND MILLWORK TO ADJACENT SURFACES, U.O.N. 5. CABINET HARDWARE: 4. GROMMET HOLES. PROVIDE 3" DIAMETER WIRE/CORD MANAGEMENT HOLES AND PLASTIC GROMMETS WITH COVERS AT 48" ON CENTER AT ALL COUNTER TOPS. MILLWORKER'S SHOP DRAWINGS SHOW/ INDICATE THE LOCATION, SIZE AND COLOR ON NEW GROMMETS. WHERE GROMMETS PENETRATE A BASE CABINET WITH ADJUSTABLE SHELVING, THE MILLWORKER SHALL PROVIDE A 3" PLASTIC LINED OPENING IN EACH SHELF. THE MILLWORK WILL NEEDS TO VERIFY THE QUANTITY OF GROMMETS REQUIRED WITH THE DESIGNER DURING BIDDING. DESIGNER SHALL APPROVE GROMMET LOCATION WITH THE MILLWORK SHOP DRAWINGS. 6. ANCHORING AND BACKING. SECURE AND ANCHOR CASEWORK PER NOTES, DETAILS 11 & 12/A-30.5 AND INDUSTRY STANDARDS. BACKING PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. 7. OPEN CABINETS. WHERE OPEN CABINETS ARE SHOWN, THE ENTIRE CABINET IS CONSIDERED TO BE EXPOSED SPECIFIED PLASTIC LAMINATE FINISH IS TO BE USED THROUGHOUT. 8. CLOSED CABINETS INTERIOR FINISH IS TO BE WHITE "KORTON" INTERIOR SURFACES FOR CABINETS AND SHELVES, U.O.N.. a) COMPLIANCE WITH STANDARDS. INSTALL FINISH HARDWARE COMPLYING WITH ANSI A156.9 "STANDARD FOR CABINET HARDWARE". SUBMITTAL. CABINET HARDWARE IS NOTED BY TYPE AND FINISH ONLY. SUBMIT LIST OF ALL ITEMS FOR APPROVAL PRIOR CONSTRUCTION. b) PROPOSE HARDWARE TO DESIGNER FOR REVIEW AND APPROVAL PRIOR TO ORDERING. c) PULL TYPE 1: BLDG. STD. , VERTICAL AT DOORS AND HORIZONTAL AT DRAWERS. d) TYPICAL HINGES: CONCEALED CASEWORK HINGES, BLDG. STD. FINISH, FULL OVERLAY APPLICATION AND 110 DEGREES OPENING. e) SHELVES STANDARDS: 3/4" MELAMINE SHELF WITH CHROME SHELF PINS IN 5MM HOLES AT 1-1/4" O.C. f) DRAWER GLIDES: ACCURIDE FULL EXTENSION. g) SILENCERS: PROVIDE SILENCERS AT ALL CABINET DOORS AND DRAWERS. NOTE: PROVIDE AT ALL TYP. HANDRAILS, ELECT. PANEL BOARDS, OVERHANGING CABINETS,BATHROOM SINK W/ LEDGE PROVIDE STEEL SLEEVES AT ALL FASTENERS 3-5/8" x 18 GAUGE STUD PLACED HORIZ. BETWEEN VERT. STUDS BEND STUD FLANGE & RETURN 2"-FASTEN TO STUD W/ 2-#10 SELF-TAPPING SCREWS 20 GAUGE STUDS BOTH SIDES OF BACKING AREA NOTE: PROVIDE AT ALL BATH ACC., SHELVES, DRAPERY ROD, CHALKBOARDS, TACK BOARDS, SCHEDULE BOARDS, TELEPHONE BACKBOARDS, BASE CABINETS AND FLAT SCREENS TV. 18 GAUGE x 12" WIDE SHEET METAL STRIP ATTACHED W/MIN. 4-#10 SELF-TAPPING SCREW TO EA. STUD. CONNECT TO 3 STUDS MIN., (CONTINUOUS) 20 GAUGE STUD LINE OF TOE KICK AT ADJACENT CABINET P.LAMINATE BASE TO MATCH UPPER CABINET SCHEDULED FINISH DOOR FRONTS 2" 1/2" 3/8" 4 7/8"
4"
3/4" 6"
1 1/2" TO MATCH ADJ. SURFACE DRAWER PULL AS SPECIFIED
6" SCHEDULED PULL LINE OF PTN. BEYOND WHERE OCCURS TO MATCH ADJ. SURFACE 6" 1 1/2" SCHEDULED PULL 2" 8- 2'-0" MAX. REFER TO ELEVATION FOR BACK SPLASH FINISHED COUNTERTOP OVER 3/4" SUBSTRATE COUNTERTOP WITH 1-1/2" FINISHED EDGE DOOR PULL AS SPECIFIED PLASTIC LAMINATE CABINET INTERIOR FINISHED FRONT FACE, FACE FRAME EDGES AND EXPOSED SIDES 1/4" MELAMINE BACK PANEL TRASH CONTAINER BY GENERAL CONTRACTOR 3/4" PLASTIC LAMINATE SLIDE OUT TRASH CONTAINER SHELF WITH ANGLED SIDES ATTACHED TO FRONT W/ 24" DEEP FULL EXTENSION ACCURIDE GLIDES TOE KICK TO MATCH FINISHED FACE 4" REFER TO ELEVATIONS 2 1/2" MELAMINE CABINET INTERIOR 34" AFF FINISHED COUNTERTOP OVER 3/4" SUBSTRATE COUNTERTOP WITH 1-1/2" FINISHED EDGE 1/4" MELAMINE BACK PANEL TOE KICK TO MATCH FINISHED FACE DOOR PULL AS SPECIFIED FINISHED FRONT FACE, FACE FRAME EDGES AND EXPOSED SIDES INSTANT- FLOW HOT WATER. REFER TO POWER AND SIGNAL PLAN SPECIFICATION INFORMATION REFER TO ELEVATION FOR BACK SPLASH 4" *CLEAR FLOOR SPACE 30"X48" COMPLYING WITH CBC 2022 SEC 11B-305.7.1 IN FRONT OF SINK TO ALLOW FORWARD APPROACH 6 1/2"MAX
SINK DEPTH *HOT WATER/DRAIN PIPES EXPOSED UNDER SINKS SHALL BE INSULATED TO PROTECT AGAINST CONTACT; NO SHARP OR ABRASIVE SURFACES UNDER SINKS *PER CBC 2022 SECTION 606.1 ACCESSIBLE SINKS 27" HIGH MIN. KNEE CLEARANCE 30" MIN. WIDE INSULATE ALL EXPOSED PIPES AND HOT SURFACES 10- 2'-0" MAX. GARBAGE DISPOSAL. REFER TO EQUIPMENT SPECIFICATIONS. FAUCET AND SINK; 612" MAX SINK DEPTH, SINKS SHALL BE MOUNTED WITH COUNTER/RIM NO HIGHER THAN 34" AFF. FAUCET CONTROLS SHALL BE OPERABLE WITH ONE HAND & SHALL NOT REQUIRE TIGHT FRASPING, PINCHING OR TWISTING OF THE WRIST; REQUIRED FORCED TO ACTIVATE CONTROLS SHALL BE NOT GREATER THAN 5 LBF; APPROVED LEVER TYPE ONLY 4 EQUAL DRAWERS 9- 2'-0" MAX. 2 1/2" 4" REFER TO ELEVATIONS FINISHED FRONT FACE, FACE FRAME EDGES AND EXPOSED SIDES DOOR PULL AS SPECIFIED PLASTIC LAMINATE COUNTERTOP WITH 1 1/2" FINISHED EDGE REFER TO ELEVATION FOR BACK SPLASH MELAMINE DRAWER INTERIOR 5/8" MELAMINE BACK PANEL MELAMINE CABINET INTERIOR FULL EXTENSION DRAWER GLIDES (TYP.) TOE KICK TO MATCH FINISHED FACE REFER TO ELEVATIONS 4" 8- 2'-0" MAX. REFER TO ELEVATION FOR BACK SPLASH PLASTIC LAMINATE COUNTERTOP WITH 1 1/2" FINISHED EDGE DOOR PULL AS SPECIFIED 3/4" MELAMINE SHELF WITH CHROME SHELF PINS IN 5MM HOLES AT 1-1/4" O.C. FINISHED FRONT FACE, FACE FRAME EDGES AND EXPOSED SIDES 1/4" MELAMINE BACK PANEL MELAMINE CABINET INTERIOR EUROPEAN HINGES, TYP. (BLUM, MEPLA OR SOSS) TOE KICK TO MATCH FINISHED FACE PER PLAN 2 1/2" 9- 2'-0" MAX. REFER TO ELEVATION FOR BACK SPLASH PLASTIC LAMINATE COUNTERTOP WITH 1 1/2" FINISHED EDGE DOOR PULL AS SPECIFIED MELAMINE DRAWER INTERIOR FULL EXTENSION DRAWER GLIDES (TYP.) 3/4" MELAMINE SHELF WITH CHROME SHELF PINS IN 5MM HOLES AT 1-1/4" O.C. FINISHED FRONT FACE, FACE FRAME EDGES AND EXPOSED SIDES 1/4" MELAMINE BACK PANEL EUROPEAN HINGES, TYP. (BLUM, MEPLA OR SOSS) TOE KICK TO MATCH FINISHED FACE 4" REFER TO ELEVATIONS SEE ELEVATION 1/4" MELAMINE BACK PANEL FINISHED FRONT FACE, FACE FRAME EDGES AND EXPOSED SIDES 3/4" MELAMINE SHELF WITH CHROME SHELF PINS IN 5MM HOLES AT 1-1/4" O.C. MELAMINE CABINET INTERIOR PROVIDE CONTINUOUS METAL BACKING BEHIND DRYWALL DOOR PULL AS SPECIFIED. SEE DETAIL 7/- EUROPEAN HINGES, TYP. (BLUM, MEPLA OR SOSS) SCRIBE TO CEILING WITH 3/4" REVEAL 1'-3" FACE OF WALL PLASTIC LAMINATE SOFFIT MILLWORK DETAILS SCALE SCALE ACCESSIBLE SINK CABINET SCALE SCALE SCALE SCALE UPPER CABINET W/ DOOR SCALE BASE CABINET W/ DOOR SCALE BASE CABINET W/ DRAWERS 1"=1'-0" SCALE SCALE SCALE PULL OUT TRASH CABINET SCALE BASE CABINET W/ DOOR AND DRAWERS 1"=1'-0" 1"=1'-0" 1"=1'-0" 1"=1'-0" 1"=1'-0" A-30.5AS NOTED PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED 08/06/24 X.X. X.X. 635036 CULV E R C I T Y , C A • I RV INE , C A • LOS ANGE L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. ALISO VIEJO, CA 92656 27141 ALISO CREEK RD. 1ST FLOOR OC-HCA MILLWORK NOTES N.T.S. BACKING PLT. SCHEDULE - TYPE 1 1-1/2"=1'-0" BACKING PLT. SCHEDULE - TYPE 2 1-1/2"=1'-0" DETAIL AT FALSE TOE KICK 1-1/2"=1'-0" DETAIL AT UPPER CABINET 1 1/2"=1'-0" DETAIL AT LOWER CABINET 1 1/2"=1'-0" 1234 5678 1011 16 12 SCALE DETAIL AT LOWER CABINET 1 1/2"=1'-0" 13 9 SCALE WORK SURFACE DETAIL 1"=1'-0" 14 SCALE BASE CABINET DETAIL 1"=1'-0" 15 SCALE RECYCLE SYMBOL 12"=1'-0" 18 SCALE PULL OUT TRASH CABINET 1"=1'-0" 19 SCALE TRASH SYMBOL 12"=1'-0" 20 SCALE BASE CABINET W/ UNDER COUNTER APPLIANCE 1"=1'-0" 08/16/24 ISSUE FOR ENGINEERING 08/29/24 ISSUE FOR PLAN CHECK NELSON
ALGAZE
No. C-21090
REN. 03/31/2025
L ,CENSE' ARC+,7EC7S7A7E O) CAL , )ORN ,A
100
PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED CUL V E R C I T Y , CA • IR V INE , CA • LOS AN GE LE S , CA S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. ALISO VIEJO, CA 92656 27141 ALISO CREEK RD. 1ST FLOOR OC-HCA 08/06/24 Cad Sorin A. Brie 635036 ELECTRICAL STAMP Electrical Mechanical Plumbing 333 City Blvd. West, Suite 300 Orange CA 92826 office fax (714) 449-1646 (714) 449-1946 Consulting EngineersE-1 "OC-HCA" Suite 100 27141 Aliso Creek Rd., Aliso Viejo CA ELECTRICAL COVER SHEET SYMBOLS LIST NOTES ABBREVIATIONS FIRE ALARM & LIFE SAFETY FIXTURE SUPPORT DETAIL DEMOLITION NOTES TYPICAL WALL OUTLET SPACING FIXTURE SCHEDULE NOTES SCOPE OF WORK FOR LOW VOLTAGE WIRING IS FOR REFERNCE ONLY ’ ’ ’ ’ “ ” F:\Projects\Aliso Viejo\Aliso Creek Rd\27141 Aliso Creek Rd\01\Suite 100 (OC-HCA)\27141 Aliso Creek Rd., 1st Floor (OC-HCA) E-1 Electrical Cover Sheet.dwg, 8/28/2024 11:43:31 AM 08/16/24 ISSUE FOR ENGINEERING 08/29/24 ISSUE FOR PLAN CHECK 101
PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED CUL V E R C I T Y , CA • IR V INE , CA • LOS AN GE LE S , CA S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. ALISO VIEJO, CA 92656 27141 ALISO CREEK RD. 1ST FLOOR OC-HCA 08/06/24 Cad Sorin A. Brie 635036 ELECTRICAL STAMP Electrical Mechanical Plumbing 333 City Blvd. West, Suite 300 Orange CA 92826 office fax (714) 449-1646 (714) 449-1946 Consulting EngineersE-2 "OC-HCA" Suite 100 27141 Aliso Creek Rd., Aliso Viejo CA ELECTRICAL SPECIFICATIONS PART 1 of 2 F:\Projects\Aliso Viejo\Aliso Creek Rd\27141 Aliso Creek Rd\01\Suite 100 (OC-HCA)\27141 Aliso Creek Rd., 1st Floor (OC-HCA) E-2 Electrical Specifications Part 1 of 2.dwg, 8/28/2024 11:45:13 AM 08/16/24 ISSUE FOR ENGINEERING 08/29/24 ISSUE FOR PLAN CHECK 102
PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED CUL V E R C I T Y , CA • IR V INE , CA • LOS AN GE LE S , CA S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. ALISO VIEJO, CA 92656 27141 ALISO CREEK RD. 1ST FLOOR OC-HCA 08/06/24 Cad Sorin A. Brie 635036 ELECTRICAL STAMP Electrical Mechanical Plumbing 333 City Blvd. West, Suite 300 Orange CA 92826 office fax (714) 449-1646 (714) 449-1946 Consulting EngineersE-3 "OC-HCA" Suite 100 27141 Aliso Creek Rd., Aliso Viejo CA ELECTRICAL SPECIFICATIONS PART 2 of 2 F:\Projects\Aliso Viejo\Aliso Creek Rd\27141 Aliso Creek Rd\01\Suite 100 (OC-HCA)\27141 Aliso Creek Rd., 1st Floor (OC-HCA) E-3 Electrical Specifications Part 2 of 2.dwg, 8/28/2024 11:36:23 AM 08/16/24 ISSUE FOR ENGINEERING 08/29/24 ISSUE FOR PLAN CHECK 103
PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED CUL V E R C I T Y , CA • IR V INE , CA • LOS AN GE LE S , CA S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. ALISO VIEJO, CA 92656 27141 ALISO CREEK RD. 1ST FLOOR OC-HCA 08/06/24 Cad Sorin A. Brie 635036 ELECTRICAL STAMP Electrical Mechanical Plumbing 333 City Blvd. West, Suite 300 Orange CA 92826 office fax (714) 449-1646 (714) 449-1946 Consulting Engineers E-4.1 "OC-HCA" Suite 100 27141 Aliso Creek Rd., Aliso Viejo CA TITLE 24 ENERGY CALCULATIONS 333 City Blvd. West, Suite 300 Orange CA 92826 (714) 449-1646 Edward D. Burtch E-17083 (714) 449-1646 333 City Blvd. West, Suite 300 Orange CA 92826 Engineered Spaces Inc. F:\Projects\Aliso Viejo\Aliso Creek Rd\27141 Aliso Creek Rd\01\Suite 100 (OC-HCA)\27141 Aliso Creek Rd., 1st Floor (OC-HCA) E-4 Title 24 Energy Calculations.dwg, 8/28/2024 11:36:32 AM 08/16/24 ISSUE FOR ENGINEERING 08/29/24 ISSUE FOR PLAN CHECK 104
PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED CUL V E R C I T Y , CA • IR V INE , CA • LOS AN GE LE S , CA S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. ALISO VIEJO, CA 92656 27141 ALISO CREEK RD. 1ST FLOOR OC-HCA 08/06/24 Cad Sorin A. Brie 635036 ELECTRICAL STAMP Electrical Mechanical Plumbing 333 City Blvd. West, Suite 300 Orange CA 92826 office fax (714) 449-1646 (714) 449-1946 Consulting Engineers E-4.2 "OC-HCA" Suite 100 27141 Aliso Creek Rd., Aliso Viejo CA TITLE 24 ENERGY CALCULATIONS 333 City Blvd. West, Suite 300 Orange CA 92826 (714) 449-1646 Edward D. Burtch E-17083 (714) 449-1646 333 City Blvd. West, Suite 300 Orange CA 92826 Engineered Spaces Inc. F:\Projects\Aliso Viejo\Aliso Creek Rd\27141 Aliso Creek Rd\01\Suite 100 (OC-HCA)\27141 Aliso Creek Rd., 1st Floor (OC-HCA) E-4 Title 24 Energy Calculations.dwg, 8/28/2024 11:46:53 AM 08/16/24 ISSUE FOR ENGINEERING 08/29/24 ISSUE FOR PLAN CHECK 105
+9'-11" +10'-0" +9'-11" S +9'-0" +9'-0" M SURFACE SURFACE DDD T TM S+12'-1" OPEN +8'-1" +9'-0" M M S S T +77" T +88" T +88" T +88" T+108" T+108" +8'-0" +9'-0" +9'-0" SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC (E) SFEC +9'-0" +9'-0" +9'-0" +9'-0" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED CUL V E R C I T Y , CA • IR V INE , CA • LOS AN GE LE S , CA S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. ALISO VIEJO, CA 92656 27141 ALISO CREEK RD. 1ST FLOOR OC-HCA 08/06/24 Cad Sorin A. Brie 635036 ELECTRICAL STAMP Electrical Mechanical Plumbing 333 City Blvd. West, Suite 300 Orange CA 92826 office fax (714) 449-1646 (714) 449-1946 Consulting EngineersE-5 "OC-HCA" Suite 100 27141 Aliso Creek Rd., Aliso Viejo CA ELECTRICAL LIGHTING PLAN 1/8" = 1'-0" REFLECTED CEILING KEYNOTES REFLECTED CEILING LEGEND 4.1 PROVIDE EXPANSION JOINT EVERY 2500 SQUARE FEET AS REQUIRED THROUGHOUT AREA OF WORK. SEE DETAIL 13/A-30.2. 4.2 PROVIDE DRYWALL HEADER AT 1" BELOW ADJACENT CEILING. PAINT WHITE, FLAT FINISH. 4.4 PROVIDE SOUND BOOTS AT RETURN AIR GRILLES AT ALL PRIVATE OFFICES. 4.3 CENTER CEILING TILE AND GRID IN ROOM AS SHOWN. 4.5 PROVIDE EXHAUST FAN AND DIFFUSERS AS REQUIRED AT INDICATED ROOMS. SEE MECHANICAL DRAWINGS FOR MORE INFORMATION. 4.6 PROVIDE 24/7 1-TON A/C UNIT ON SEPARATE T-STAT. PROVIDE SEPARATE METER AS REQUIRED PER BUILDING STANDARDS. 4.7 REFER TO ENGINEERING DRAWINGS FOR WASHER/DRYER VENTILATION. NEW FIXTURE TO BE PROVIDED. SEE LIGHT FIXTURE SCHEDULE FOR SPEC. +X'-X" CEILING HEIGHT AS INDICATED. AREA NOT IN CONTRACT (N.I.C.) EXISTING 2X4 CEILING GRID IS TO REMAIN. THE G.C. IS TO PROVIDE NEW BUILDING STANDARD CEILING TILES THROUGHOUT, U.O.N. NEW 2x4 CEILING SYSTEM CEILING GRID MANUFACTURER: TO MATCH EXISTING SIZE: TO MATCH EXISTING SERIES: TO MATCH EXISTING COLOR: TO MATCH EXISTING CEILING TILE MANUFACTURER: ARMSTRONG SERIES: DUNE SECOND LOOK SIZE: 2X4 COLOR: WHITE REFERENCE SHEET A-30.2 FOR SPECIFICATIONS AND REQUIREMENTS. EXISTING DRYWALL CEILING TO REMAIN. E INDICATES EXISTING TO REMAIN. CEILING MOUNTED EXIT SIGN. DARK QUADRANT INDICATES FACE. ARROW(S) INDICATE DIRECTION. NEW DRYWALL CEILING. 4.9 PROVIDE AB SWITCHING TO CONTROL LIGHT FIXTURES SEPARATELY 4.10 PROVIDE SOUND BLANKET OVER CEILING ABOVE FOR ADDITIONAL SOUND ATTENUATION. 4.12 PROVIDE CODE REQUIRED DDC CONTROL UPGRADES THROUGHOUT. REFER TO ENGINEERING DRAWINGS. 4.13 REWORK EXISTING HVAC, SWITCHING AND CIRCUITING AS REQUIRED AND REBALANCE THROUGHOUT. 4.11 REWORK EXISTING FIRE SPRINKLERS AS REQUIRED PER NEW LAYOUT. ALL FIRE SPRINKLER HEAD TRIMS TO BE BUILDING STANDARD. AT OPEN CEILING TURN HEADS UP AS REQUIRED PER CODE. 4.8 PROVIDE NEW CEILING TILES THROUGHOUT, REFER TO CEILING LEGEND FOR TILE SPEC. PATCH EXISTING GRID AS REQUIRED THROUGHOUT, PROVIDE NEW HVAC GRILLES THROUGHOUT. PROVIDE WALL ANGLE WHERE OCCURS, PROVIDE 7/8" SHADOW MOLDING TYPICAL THROUGHOUT. EXPOSED CEILING NOTES 1. ALL DUCTS AND DIFFUSERS, DECKING, FIRE PROOFING, CONDUITS AND OTHER DEVICES SHALL BE PAINTED WHITE U.O.N. 2. ALL CONDUITS AND CABLING TO BE RAN W/ RIGHT ANGLES U.O.N. 3. ALL DATA CABLING TO BE RAN IN CABLE TRAYS PAINTED TO MATCH THE CEILING. 4. ALL FRAMING ATTACHED TO CEILING DECKS TO BE PAINTED TO MATCH THE CEILING, U.O.N. DESIGN CRITERIA NOTES FIRE AND LIFE SAFETY COMPONENTS 1. ALL COMPONENTS SHALL BE WHITE U.O.N. 2. FIRE PULL COMPONENTS SHALL BE RED OR OTHER OTHER ACCORDING TO LOCAL JURISDICTION. 3. ALL STROBES SHALL BE CEILING MOUNTED, U.O.N. MOUNT IN CENTER OF ACOUSTIC CEILING TILES WHERE OCCURS, U.O.N. 4. ALL SPEAKERS SHALL BE FULLY RECESSED CEILING MOUNTED, U.O.N. MOUNT IN CENTER OF ACOUSTIC CEILING TILES WHERE OCCURS, U.O.N. 5. COMPONENTS SHALL BE MOUNTED WITH CONSISTENT CENTERLINE, U.O.N. GENERAL 1. PROVIDE AND INSTALL PERFORATED CEILING GRILLE PANELS AT ALL ACOUSTIC CEILING MOUNTED SUPPLY AND RETURN LOCATIONS, U.O.N. CONFIRM COLOR OF GRILLE WITH ARCHITECT BEFORE PURCHASE AND INSTALLATION. LIGHT FIXTURE SCHEDULE MARK SYMBOL FIXTURE TYPE MANUFACTURER CATALOG NUMBER COLOR TEMP REMARKS 3500K PROVIDE BATTERY PACK FOR ALL FIXTURES NOTED ON PLAN WITH "EB" TR24-X-835MO-XX-U-FSD INPUT WATTS: 29.9 W PINNACLE ARCHITECTURAL LIGHTING 2'X4' LED DIRECT/INDIRECT LF-2 LF-1 2'X2' LED DIRECT/INDIRECT PINNACLE ARCHITECTURAL LIGHTING 3500K TR22-X-835MO-XX-U-FSD INPUT WATTS: 28.5 W PROVIDE BATTERY PACK FOR ALL FIXTURES NOTED ON PLAN WITH "EB" CEILING MOUNTED EXIT SIGN LF-X EDGE LIT LED LITHONIA LIGHTING 3500K LITHONIA LIGHTING: EDGR SERIES – GREEN LETTERS CLEAR FACE WITH GREEN LETTERS 4" DIA. RECESSED LED DOWNLIGHT LF-3 LITHONIA LIGHTING 3500K LDN4-35/15-LO4-AR-LSS-MVOLT-GZ1 INPUT WATTS: 17.5 W PROVIDE BATTERY PACK FOR ALL FIXTURES NOTED ON PLAN WITH "EB" LF-4 1'X2' LED SURFACE MOUNT LITHONIA LIGHTING 3500K BLWP2-40L-ADP-MVOLT-GZ1-LP835 INPUT WATTS: 37 W PROVIDE BATTERY PACK FOR ALL FIXTURES NOTED ON PLAN WITH "EB" OBTAIN ADDITIONAL APPROVAL FROM ARCHITECT PRIOR TO OREDERING UNDER CABINET STRIP LED LIGHT FIXTURE LF-5 CALIFORNIA ACCENT LIGHTING 3500K LED8200-UC-F-4W-10V-3.5K WITH CLAS2P.S. LF-5A: DRV60-EUNV-24VDC-10V; INPUT WATS: 60W LF-5B: DRV96-EUNV-24VDC-10V; INPUT WATS: 96W TO COMPLY WITH TITLE 24 REQUIREMENTS. SEE ENGINEER DRAWINGS FOR MORE INFORMATION. PROVIDE SEPARATE SWITCH. N LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-2 LF-2 LF-2 LF-2 LF-1 LF-1 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LOBBY 100 RECEPTION 101 SERVICE CHIEF OFFICE 124 RESTROOM 134 CLIENT RESTROOM 173 GROUP ROOM 01 172 GROUP ROOM 02 171 CLINICIAN'S OFFICE 01 168 LARGE CONFERENCE 163 PEER/MENTAL HEALTH WORKERS 158 SERVICE CHIEF OFFICE 157 CLINICIAN'S OFFICE 12 156 CLINICIAN'S OFFICE 11 155 INTERN OFFICE 01 152 SUPPLY/STORAGE /CHART 151 STAFF BREAK ROOM 147 EXIT VESTIBULE 148 STORAGE 143 GROUP ROOM 01 139 DOCTOR'S OFFICE 137 CLINICIAN'S OFFICE 12 136 CHILDCARE 132 OPEN WORK COLLABORATION 154 BLDG. JANITORS 149 TREATMENT OFFICE 167 CLUBHOUSE 174 SECURITY 102 FINANCE 104 CHECK IN 105 SUPERVISOR OFFICE 103 COPY ROOM 118 STORAGE 115 TESTING RESTROOM 01 114 MOTHER'S ROOM 108 MEN'S RESTROOM 109 MDF/IDF 111 MED ROOM 144 CONFERENCE ROOM GROUP ROOM 04 145 142 GROUP ROOM 03 140 RECOVERY 116 CLIA STOR. 117 CLINICIAN'S OFFICE 02 169 CLINICIAN'S OFFICE 03 170 CLINICIAN'S OFFICE 04 166 CLINICIAN'S OFFICE 05 165 CLINICIAN'S OFFICE 06 164 CLINICIAN'S OFFICE 08 161 CLINICIAN'S OFFICE 07 162 CLINICIAN'S OFFICE 09 160 CLINICIAN'S OFFICE 10 159 INTERN OFFICE 01 153 GROUP ROOM 02 141 CLINICIAN'S OFFICE 13 135 LAUNDRY 133 CLINICIAN'S OFFICE 05 125 CLINICIAN'S OFFICE 06 126 CLINICIAN'S OFFICE 07 127 CLINICIAN'S OFFICE 01 123 CLINICIAN'S OFFICE 02 122 CLINICIAN'S OFFICE 03 121 CLINICIAN'S OFFICE 04 120 CLINICIAN'S OFFICE 10 130 CLINICIAN'S OFFICE 09 129 CLINICIAN'S OFFICE 08 128 CLINICIAN'S OFFICE 11 131 TESTING RESTROOM 02 112 TESTING ROOM 113 VESTIBULE 107 WOMEN'S RESTROOM 110 HALLWAY 106 HALLWAY 119 HALLWAY 138 HALLWAY 150 LF-1 LF-1 LF-1 LF-1 LF-1 FOR ALL LIGHT FIXTURE SPECIFICATION: CONTACT : BRENDA LOWELL, SPECIFICATION SALES, MOBILE: (949) 636-5559, [email protected], PERFORMANCELTG.COM 4.4 4.10 LF-XN LF-1 LF-1 4.4 4.10 LF-1 LF-1 4.4 4.10 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-4 4.14 REPLACE EXISTING EXHAUST FAN WITH NEW. 4.14 4.5 4.7 LF-1 LF-1 WATER HEATER CLOSET 132A LF-4 4.4 4.10 LF-XN LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-XN LF-2 4.4 4.10 4.4 4.10 4.4 4.10 4.4 4.10 4.4 4.10 LF-X N LF-XN LF-XN LF-2 LF-X N LF-24.2 4.4 4.5 4.4 4.10 4.4 4.10 4.4 4.10 4.4 4.10 4.4 4.10 4.4 4.10 4.4 4.10 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-X N 4.1 4.12 4.13 4.11 4.8 THROUGHOUT U.O.N. LF-2 LF-XN LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 4.4 4.10 4.4 4.10 4.4 4.10 4.5 LF-1 4.3 4.3 LF-1 LF-1 LF-1 LF-1 4.3 4.6 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 4.3 4.3 4.4 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-5B 4.3 LF-X N LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-2 LF-X N LF-X N LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-XN 4.4 4.10 4.4 4.10 4.4 4.10 4.4 4.10 4.4 4.10 4.4 4.10 4.4 4.10 4.4 4.10 4.4 4.10 4.4 4.10 4.4 4.10 4.4 4.10 LF-X N LF-X N LF-X N LF-X N 4.4 4.10 4.4 4.10 4.4 4.10LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 4.4 4.10 LF-4 LF-4 LF-4 LF-X N OPEN COLLAB. 138A LF-5A LF-X N LF-XN LF-XN LF-3 LF-3 LF-1 LF-3 LF-3 LF-2 LF-2 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-3 LF-1 LF-1 LF-1 LF-1 LF-1 LF-1 LF-2 LF-2 LF-2 LF-2 LF-2 4.15 PAINT DRYWALL CEILING P-1 FLAT, U.O.N. 4.15 4.15 4.5 4.15 LIGHTING PLAN NOTES TESTING & ADJUSTING OF CONTROLS F:\Projects\Aliso Viejo\Aliso Creek Rd\27141 Aliso Creek Rd\01\Suite 100 (OC-HCA)\27141 Aliso Creek Rd., 1st Floor (OC-HCA) E-5 Electrical Lighting Plan.dwg, 8/28/2024 11:50:44 AM 08/16/24 ISSUE FOR ENGINEERING 08/29/24 ISSUE FOR PLAN CHECK 106
SURFACE SURFACE SURFACE SURFACE TBB +36" SURFACE +7" SURFACE +42" GFI J GFI +18" SURFACE SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC N N N J N N N J N N N N NJ N N N N N J N N N NN N N N KN JNNN N N N NN NN N N N JN NN N N N N N N N N N N N J NN N J NNNJNNN NN NN J NNN JNNN NN NN J NNN N N N N J NNN J NNN NN NN J NN N J N N N N N N N N N J NNN J NNN NN N N J NNN J NNN NN KNN NNN N N N N J NNNNNN N+44" +44" +44" N N N N N N K N KN KN NN JNNN NN JNNN KN N N N N NN N N N N K N KN N K J N N +44"GFI N J N N GFI N +44" N+44" N+44" N N N N N K N N NGFI +44" NGFI +44" NGFI +44" NGFI N +44" N N NN N +60" N N N N N K JNNN NN J NNN NN NN JNNN NN NN N N N JNN J N NN J N NN N NN N JNN J N NN NN N N N N J N N J N N N NN N N N N N N K N N N N N JN N N NN NN J N NN J N NN KN N J N N N N N NN N JN N N N N N N NN +60"N N N N N J N N N N J N N N N N KN N J K N N NN N NN N N N N N +60" N N KN N N+44" S N N N+44" +60"N N K N N+44" N N N N NN N N (E) SFEC NNN N N N N J N NN NN N N +44" NN KN N N N +44" KN KN GFI +44" N N +44" N N N N N N N NN N N N N N N N N N N N N N N N N NN N N NN N N N N NN N N N N N NNNN N N N N N N NN N NN N N NN N N N N N N N N N N N N N N N N N N N N N N N NN NNN K N NNN N N N NNNN N +44" N J SFEC NN +44"N +24" NS N +44"NN+44" SFEC N N NN N N+44" N+44" N S N +44" +44" N N N+44" 4 & 5 - 2- 1- LOBBY 100 RECEPTION 101 SERVICE CHIEF OFFICE 124 RESTROOM 134 CLIENT RESTROOM 173 GROUP ROOM 02 171 CLINICIAN'S OFFICE 01 168 LARGE CONFERENCE 163 PEER/MENTAL HEALTH WORKERS 158 SERVICE CHIEF OFFICE 157 CLINICIAN'S OFFICE 12 156 CLINICIAN'S OFFICE 11 155 INTERN OFFICE 01 152 SUPPLY/STORAGE /CHART 151 STAFF BREAK ROOM 147 EXIT VESTIBULE 148 GROUP ROOM 01 139 DOCTOR'S OFFICE 137 CLINICIAN'S OFFICE 12 136 CHILDCARE 132 OPEN WORK COLLABORATION 154 BLDG. JANITORS 149 TREATMENT OFFICE 167 CLUBHOUSE 174 SECURITY 102 FINANCE 104 CHECK IN 105 SUPERVISOR OFFICE 103 COPY ROOM 118 STORAGE 115 TESTING RESTROOM 01 114 MOTHER'S ROOM 108 MEN'S RESTROOM 109 MDF/IDF 111 GROUP ROOM 04 142 GROUP ROOM 03 140 RECOVERY 116 CLINICIAN'S OFFICE 02 169 CLINICIAN'S OFFICE 03 170 CLINICIAN'S OFFICE 04 166 CLINICIAN'S OFFICE 05 165 CLINICIAN'S OFFICE 06 164 CLINICIAN'S OFFICE 08 161 CLINICIAN'S OFFICE 07 162 CLINICIAN'S OFFICE 09 160 CLINICIAN'S OFFICE 10 159 INTERN OFFICE 01 153 GROUP ROOM 02 141 CLINICIAN'S OFFICE 13 135 LAUNDRY 133 CLINICIAN'S OFFICE 05 125 CLINICIAN'S OFFICE 06 126 CLINICIAN'S OFFICE 07 127 CLINICIAN'S OFFICE 01 123 CLINICIAN'S OFFICE 02 122 CLINICIAN'S OFFICE 03 121 CLINICIAN'S OFFICE 04 120 CLINICIAN'S OFFICE 10 130 CLINICIAN'S OFFICE 09 129 CLINICIAN'S OFFICE 08 128 CLINICIAN'S OFFICE 11 131 TESTING RESTROOM 02 112 TESTING ROOM 113 VESTIBULE 107 WOMEN'S RESTROOM 110 HALLWAY 106 HALLWAY 119 HALLWAY 138 HALLWAY 150 CLIA STOR. 117 WATER HEATER CLOSET 132A OPEN COLLAB. 138A3.18 3.21 3.12 3.12 3.12 3.12 3.18 3.12 3.18 3.12 3.18 3.12 3.18 3.10 3.18 3.11 3.2 3.18 3.25 3.12 3.4 3.22 3.1 3.13 3.12 3.12 3.12 3.12 3.12 3.12 3.12 3.12 3.12 3.12 3.9 3.12 3.12 3.12 3.12 3.18 3.10 3.11 3.18 3.12 3.18 GROUP ROOM 01 172 3.12 3.19 THROUGHOUT U.O.N. 3.2 3.9 3.2 3.12 3.12 3.12 3.12 3.13 3.17 3.20 3.13 3.17 3.20 3.8 3.13 3.25 3.12 3.25 3.4 3.1 3.13 3.25 3.13 3.12 3.22 3.4 3.12 3.12 3.12 3.12 3.12 3.12 3.12 3.12 3.12 3.12 3.12 3.12 3.12 3.253.5 3.1 3.13 3.4 3.12 3.253.13 3.1 3.133.25 3.1 3.4 3.13 3.25 3.16 MED ROOM 144 CHART/SUPPLY/ STORAGE 143 CONFERENCE ROOM 145 CLUBHOUSE 174 STAFF BREAK ROOM 147 3.14 3.25 3.6 3.7 3.3 3.4 3.5 3.1 3.13 3.3 3.6 3.7 3.14 3.25 3.4 3.5 3.1 3.13 3.15 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED CULV E R C I T Y , C A • I RV INE , C A • LOS ANGE L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. ALISO VIEJO, CA 92656 27141 ALISO CREEK RD. 1ST FLOOR OC-HCA 08/06/24 Cad Sorin A. Brie 635036 ELECTRICAL STAMP Electrical Mechanical Plumbing 333 City Blvd. West, Suite 300 Orange CA 92826 office fax (714) 449-1646 (714) 449-1946 Consulting Engineers "OC-HCA" Suite 100 27141 Aliso Creek Rd., Aliso Viejo CA ELECTRICAL POWER PLAN E-6.1AS NOTED N POWER/ VOICE/ DATA KEYNOTES POWER/ VOICE/ DATA LEGEND 2 SCALE: 1/4" = 1'-0" ENLARGED PLAN AT STAFF BREAK ROOM #147 1 SCALE: 1/4" = 1'-0" ENLARGED PLAN AT CLUBHOUSE #174 POWER/ VOICE/ DATA KEYNOTES CONT. +60"N +60"N N +60" N+60" N+60" N +60" WALL MOUNTED DUPLEX ELECTRICAL OUTLET. SEE ENGINEER'S DRAWINGS FOR CONDUIT SIZE. KEY CARD READER. PROVIDE (1) 3/4" CONDUIT AND A FLUSH MOUNTED SINGLE GANG BOX. CONDUIT IS TO STUB OUT 6" ABOVE CEILING, STUB OUT ON CORRIDOR SIDE. AT HINGE SIDE OF DOOR PROVIDE A 3/4" CONDUIT AT THE SECOND HINGE FROM THE BOTTOM TO 6" ABOVE THE CEILING, STUB OUT ON TENANT SIDE. REFER TO DETAIL 3/-. TELE COMMUNICATIONS/DATA WALL OUTLET. PROVIDE EMPTY J-BOX OR PLASTER RING & 3/4 DIA. EMPTY EMT CONDUIT STUBBED-UP @+/-6" ABOVE SUSP. CLG. W/ PROTECTIVE PLASTIC RING & PULL STRING/ TENANT'S VENDOR TO PROVIDE COVER PLATES AND PLENUM RATED CABLES. VERIFY SIZE OF CONDUIT WITH CABLING/PHONE VENDOR OR WHEN FEEDING MORE THAN (1) LOCATION. WALL MOUNTED DUPLEX ELECTRICAL OUTLET, SEPARATE CIRCUIT. SEE ENGINEER'S DRAWINGS FOR CONDUIT SIZE. WALL POWER IN-FEED JUNCTION BOX FOR WORKSTATIONS POWER AND TELEPHONE/DATA. VERIFY POWER REQUIREMENTS WITH THE FURNITURE VENDER AND THE ELECTRICAL DRAWINGS FOR THE NUMBER OF CIRCUITS TO BE PROVIDED. AT DATA/PHONE PROVIDE A DOUBLE GANG TELEPHONE BOX WITH SINGLE GANG MUD RING. PROVIDE 1-1/2" CONDUIT WITH PULL STRING AND STUB-UP AT +6" ABOVE THE CEILING WITH A SUPER FLEX CONDUIT, UNLESS OTHERWISE NOTED ON PLAN. EXACT LOCATIONS & POWER REQUIREMENTS TO BE DETERMINED BY TENANT'S FURNITURE VENDOR. K WHERE PLUS HEIGHT IS INDICATED, HEIGHT IF NOT STANDARD. REFER TO TYPICAL SHEET NOTE A-0.1 FOR MOUNTING HEIGHT INFORMATION. TYPICAL NOTE: N INDICATES NEW OUTLET. G.F.I. INDICATES GROUND FAULT INTERRUPTER. FLUSH FLOOR MOUNTED FIRE RATED JUNCTION BOX, TELE/DATA AND DUPLEX OUTLET. VERIFY CONDUIT SIZE FOR DATA/TELE REQUIREMENTS. COORDINATE LOCATION W/ TENANT AND FURNITURE CONTRACTOR REQUIREMENTS. FLUSH FLOOR MOUNTED RATED JUNCTION BOX POWER AND TELEPHONE DATA IN-FEED FOR WORKSTATIONS TO UNLESS OTHERWISE NOTED. VERIFY POWER REQUIREMENTS WITH THE FURNITURE VENDOR AND THE ELECTRICAL DRAWINGS FOR THE NUMBER OF CIRCUITS TO BE PROVIDED. AT TELEPHONE DATA PROVIDE A 1-1/2" CONDUIT FROM FLOOR BOX BACK TO AN ACCESSIBLE CEILING ON THE TENANTS FLOOR. EXACT LOCATION AND POWER REQUIREMENTS TO BE DETERMINED BY TENANT'S FURNITURE VENDOR. B INDICATES EXISTING BLANK PLATED J-BOX. CAN BE CONVERTED TO A TELE/DATA OUTLET. NEW WALL MOUNTED JUNCTION BOX. PLUS HEIGHT INDICATES HEIGHT IF NOT STANDARD. PROVIDE A SINGLE 20 AMP CIRCUIT FOR HARDWARE CONNECTION OF EQUIPMENT. ELECT. SUB-CONTRACTOR IS TO CONNECT DEVICE. J WALL MOUNTED QUADPLEX ELECTRICAL OUTLET. SEE ENGINEER'S DRAWINGS FOR CONDUIT SIZE. H WALL MOUNTED MAGNETIC HOLD OPEN. MOUNT 10" FROM TOP OF DOOR. 3.1 ALL POWER RECEPTACLES WITHIN 6'-0" OF SINK SHALL BE GFI. 3.2 PROVIDE SEPARATE CIRCUIT FOR TENANTS COPIER, (N.I.C.) VERIFY ELECTRICAL REQUIREMENTS AND PLUG TYPE. KONICA BIZHUB 558 OR BIZHUB C458, 120 V, 16AMP. VERIFY AND PROVIDE RIGHT PLUG TYPE WITH TENANT. 3.3 PROVIDE SEPARATE CIRCUIT CONFIGURATION FOR REFRIGERATOR. VERIFY ELECTRICAL REQUIREMENTS. REFER TO SHEET A-0.3 FOR SPECIFICATION. CONTRACTOR TO PROVIDE AND INSTALL. 3.4 PROVIDE POWER FOR ELECTRICAL INSTA-HOT WATER HEATER. VERIFY ELECTRICAL REQUIREMENTS. REFER TO SHEET A-0.3 FOR SPECIFICATION. 3.5 PROVIDE POWER FOR UNDER COUNTER GARBAGE DISPOSAL WITH ON/OFF SWITCH AT +44" A.F.F. VERIFY ELECTRICAL REQUIREMENTS. REFER TO SHEET A-0.3 FOR SPECIFICATION. 3.6 PROVIDE SEPARATE CIRCUIT @ +44" A.F.F. FOR TENANT'S COFFEE MAKER, N.I.C. VERIFY ELECTRICAL REQUIREMENTS. 3.7 PROVIDE SEPARATE CIRCUIT FOR MICROWAVE OVEN. REFER TO ELEVATION FOR EXACT MOUNTING HEIGHT. VERIFY ELECTRICAL REQUIREMENTS. REFER TO SHEET A-0.3 FOR SPECIFICATION. CONTRACTOR TO PROVIDE AND INSTALL. 3.8 PROVIDE SEPARATE CIRCUIT CONFIGURATION FOR UNDERCOUNTER REFRIGERATOR. VERIFY ELECTRICAL REQUIREMENTS. REFER TO SHEET A-0.3 FOR SPECIFICATION. CONTRACTOR TO PROVIDE AND INSTALL. 3.9 3.10 GC TO COORDINATE EXACT LOCATION OF POWER AND DATA FLOOR CORES WITH TENANT'S FURNITURE VENDOR. COORDINATE WITH BUILDING ENGINEER PRIOR TO CORING. 3.11 PROVIDE 2" CONDUIT FROM POWER/VOICE/DATA FLOOR OUTLET TO ADJACENT WALL OUTLET FOR TENANT'S T.V. 3.12 3.13 PROVIDE POWER FOR AUTOMATIC FAUCET. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION. 3.16 3.17 PROVIDE POWER AS REQUIRED FOR AUTOMATIC PAPER TOWEL DISPENSER. SEE SHEET A-0.7A FOR SPECIFICATIONS AND ELECTRICAL ENGINEER'S DRAWINGS FOR MORE INFORMATION. 3.18 PROVIDE RECESSED DUPLEX AND TELE/DATA OUTLETS FOR WALL MOUNT TV. EXACT LOCATION AND MOUNTING HEIGHT TO BE VERIFIED IN FIELD. PROVIDE BACKING IN WALL IF REQUIRED, VERIFY REQUIREMENTS. 3.19 ALL COVER PLATES & DEVICES TO BE BUILDING STANDARD WHITE. PROVIDE COST TO REPLACE THROUGHOUT AREA OF WORK AS REQUIRED AND ADJUST TO COMPLIANT HEIGHT AS REQUIRED. QUANTITIES TO BE VERIFIED IN FIELD. 3.20 PROVIDE POWER AS REQUIRED FOR AUTO FLUSHER AT WATER CLOSET. SEE SHEET A-0.7A FOR SPECIFICATIONS AND ELECTRICAL DRAWINGS FOR MORE INFORMATION. 3.14 3.15 PROVIDE POWER FOR BOTTLE FILLER, REFER TO A-0.3 FOR SPECIFICATIONS, MOUNTING HEIGHT FOR ACCESSIBILITY. CONTRACTOR TO PROVIDE AND INSTALL. NEW ADA COMPLIANT DISHWASHER. VERIFY ELECTRICAL REQUIREMENTS. REFER TO SHEET A-0.3 FOR SPECIFICATION. CONTRACTOR TO PROVIDE AND INSTALL. TENANT'S FURNITURE VENDOR TO PROVIDE DIMENSIONS FOR FURNITURE FEEDS AND TO APPROVE LOCATIONS IN FIELD PRIOR TO INSTALLATION. PROVIDE EMERGENCY BUTTON TIED TO TENANT SECURITY SYSTEM AT LOCATIONS INDICATED ON PLANS. REFER TO ENGINEER'S DRAWINGS FOR MORE INFORMATION. PLACE NEXT TO WALL LIGHT SWITCH WHERE APPLICABLE. VERIFY EXACT LOCATION AND REQUIREMENTS WITH TENANT'S SECURITY VENDOR AT ALL OFFICES/RECEPTION DESKS. PULL WIRING THROUGH DATA DROP AND MOUNT EMERGENCY BUTTON TO FURNITURE/BUILT-IN WORK SURFACE. 3.21 PROVIDE POWER AND PLUMBING FOR WASHER/DRYER, REFER TO A-0.3 FOR SPECIFICATIONS. 3.22 PROVIDE SEPARATE CIRCUIT OUTLET FOR LOCKABLE REFRIGERATOR. REFER TO A-0.3 FOR SPECIFICATIONS. CONTRACTOR TO PROVIDE AND INSTALL. 3.23 REFER TO ENGINEERING DRAWINGS FOR PLUMBING REQUIREMENTS AND FIXTURES FOR NEW WATER HEATER CLOSET. 3.24 3.25 PROVIDE POWER FOR AUTOMATIC PAPER TOWEL DISPENSER. BOBRICK B-29744, CONTRACTOR TO PROVIDE AND INSTALL FIXTURE, REFER TO #3/A-0.7 FOR MOUNTING HEIGHT. PROVIDE 6" MIN WALL PER MANUFACTURAL SPECIFICATION FOR SEMI RECESSED INSTALL. PROVIDE POWER AND SWITCH FOR MOTORIZED PROJECTION SCREEN. CONTRACTOR TO COORDINATE WITH TENANT'S VENDOR FOR FIXTURE SPECIFICATION, REQUIREMENTS AND EXACT MOUNTING LOCATIONS. 4'-0" COMMON 4S PULL BOX. PROVIDE A 1" CONDUIT BACK TO CONTROLLER 3/4" CONDUIT TO ACCESS CONTROLLER READER. 3/4" CONDUIT TO ELEC. HINGE LOCATION ACCESS CONTROL READER 3 SCALE: NTS KEYCARD READER CONNECTION TOP OF BOX DESIGN CRITERIA NOTES SWITCHES AND RECEPTACLES 1. ALL SWITCHES AND RECEPTACLES AT P-1 AND/OR WHITE WALLS SHALL BE WHITE SCREWLESS, U.O.N. GC TO CONFIRM COLOR FINISH ON ALL SUCH COMPONENTS AT NON-WHITE WALLS WITH ARCHITECT BEFORE PURCHASE AND INSTALLATION. 2. ALL RECEPTACLES INSIDE WHITE MILLWORK SHALL BE WHITE SCREWLESS, U.O.N. 3. GC SHALL BE RESPONSIBLE FOR CONFIRMING RECEPTACLE TYPES FOR SPECIAL EQUIPMENT (SUCH AS COPY MACHINES)WITH CLIENT AND ARCHITECT BEFORE PURCHASE AND INSTALLATION. 4. ALL VOICE AND DATA OUTLETS SHALL MATCH POWER OUTLETS AS ABOVE U.O.N. 5. ALL DIMMER SWITCHES SHALL MATCH POWER SWITCHES AS ABOVE U.O.N. 6. SWITCHES AND RECEPTACLES MAY BE LEVITON DECORA, LUTRON, OR COOPER, U.O.N. 7. SUBMIT SAMPLES OF SWITCHES AND PLATES FOR APPROVAL. 1F-1 REMOVE ALL EXISTING CABLES. MDF ROOM SPECIFIC KEYNOTES 1F-2 PROVIDE DEDICATED 1 TON A/C UNIT ON A SEPARATE METER. 1F-3 VERIFY IN FIELD FOR EXACT LOCATION OF NEW OUTLETS WITH TENANT AND TENANT'S IT VENDOR. 1F-4 PROVIDE FIRE TREATED BACKBOARDS PER NEW LAYOUT. 1F-5 ALL POWER OUTLETS NEED TO BE ON A DEDICATED SEPARATE CIRCUIT. 4 SCALE: MDF/IDF #111 LAYOUT NTS GC TO COORDINATE EXACT LOCATION OF OUTLETS IN ALL OFFICES WITH TENANT'S FURNITURE VENDOR PRIOR TO ROUGH IN. 5 SCALE: 1/4" = 1'-0" ENLARGED MDF/IDF #111 NN NN N N POWER PLAN NOTES THE BUILDING STEEL MUST BE CONTINUOUS AND BONDED TO THE GROUNDING ELECTRODE SYSTEM. F:\Projects\Aliso Viejo\Aliso Creek Rd\27141 Aliso Creek Rd\01\Suite 100 (OC-HCA)\27141 Aliso Creek Rd., 1st Floor (OC-HCA) E-6.1 Electrical Power Plan.dwg, 8/28/2024 4:02:44 PM 08/16/24 ISSUE FOR ENGINEERING 08/29/24 ISSUE FOR PLAN CHECK 107
+9'-11" +10'-0" +9'-11" +9'-0" +9'-0" M SURFACE T TM +12'-1" OPEN +8'-1" +9'-0" M M T +77" T +88" T +88" T +88" T+108" T+108" +8'-0" +9'-0" +9'-0" SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC (E) SFEC +9'-0" +9'-0" +9'-0" +9'-0" LOBBY 100 RECEPTION 101 SERVICE CHIEF OFFICE 124 RESTROOM 134 CLIENT RESTROOM 173 GROUP ROOM 01 172 GROUP ROOM 02 171 CLINICIAN'S OFFICE 01 168 LARGE CONFERENCE 163 PEER/MENTAL HEALTH WORKERS 158 SERVICE CHIEF OFFICE 157 CLINICIAN'S OFFICE 12 156 CLINICIAN'S OFFICE 11 155 INTERN OFFICE 01 152 SUPPLY/STORAGE /CHART 151 STAFF BREAK ROOM 147 EXIT VESTIBULE 148 STORAGE 143 GROUP ROOM 01 139 DOCTOR'S OFFICE 137 CLINICIAN'S OFFICE 12 136 CHILDCARE 132 OPEN WORK COLLABORATION 154 BLDG. JANITORS 149 TREATMENT OFFICE 167 CLUBHOUSE 174 SECURITY 102 FINANCE 104 CHECK IN 105 SUPERVISOR OFFICE 103 COPY ROOM 118 STORAGE 115 TESTING RESTROOM 01 114 MOTHER'S ROOM 108 MEN'S RESTROOM 109 MDF/IDF 111 MED ROOM 144 CONFERENCE ROOM GROUP ROOM 04 145 142 GROUP ROOM 03 140 RECOVERY 116 CLIA STOR. 117 CLINICIAN'S OFFICE 02 169 CLINICIAN'S OFFICE 03 170 CLINICIAN'S OFFICE 04 166 CLINICIAN'S OFFICE 05 165 CLINICIAN'S OFFICE 06 164 CLINICIAN'S OFFICE 08 161 CLINICIAN'S OFFICE 07 162 CLINICIAN'S OFFICE 09 160 CLINICIAN'S OFFICE 10 159 INTERN OFFICE 01 153 GROUP ROOM 02 141 CLINICIAN'S OFFICE 13 135 LAUNDRY 133 CLINICIAN'S OFFICE 05 125 CLINICIAN'S OFFICE 06 126 CLINICIAN'S OFFICE 07 127 CLINICIAN'S OFFICE 01 123 CLINICIAN'S OFFICE 02 122 CLINICIAN'S OFFICE 03 121 CLINICIAN'S OFFICE 04 120 CLINICIAN'S OFFICE 10 130 CLINICIAN'S OFFICE 09 129 CLINICIAN'S OFFICE 08 128 CLINICIAN'S OFFICE 11 131 TESTING RESTROOM 02 112 TESTING ROOM 113 VESTIBULE 107 WOMEN'S RESTROOM 110 HALLWAY 106 HALLWAY 119 HALLWAY 138 HALLWAY 150 WATER HEATER CLOSET 132A OPEN COLLAB. 138A PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED CUL V E R C I T Y , CA • IR V INE , CA • LOS AN GE LE S , CA S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. ALISO VIEJO, CA 92656 27141 ALISO CREEK RD. 1ST FLOOR OC-HCA 08/06/24 Cad Sorin A. Brie 635036 ELECTRICAL STAMP Electrical Mechanical Plumbing 333 City Blvd. West, Suite 300 Orange CA 92826 office fax (714) 449-1646 (714) 449-1946 Consulting Engineers E-6.2 "OC-HCA" Suite 100 27141 Aliso Creek Rd., Aliso Viejo CA HVAC COORDINATION POWER PLAN 1/8" = 1'-0" N F:\Projects\Aliso Viejo\Aliso Creek Rd\27141 Aliso Creek Rd\01\Suite 100 (OC-HCA)\27141 Aliso Creek Rd., 1st Floor (OC-HCA) E-6.2 HVAC Coordination Power Plan.dwg, 8/28/2024 11:50:22 AM 08/16/24 ISSUE FOR ENGINEERING 08/29/24 ISSUE FOR PLAN CHECK 108
PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED CUL V E R C I T Y , CA • IR V INE , CA • LOS AN GE LE S , CA S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. ALISO VIEJO, CA 92656 27141 ALISO CREEK RD. 1ST FLOOR OC-HCA 08/06/24 Cad Sorin A. Brie 635036 ELECTRICAL STAMP Electrical Mechanical Plumbing 333 City Blvd. West, Suite 300 Orange CA 92826 office fax (714) 449-1646 (714) 449-1946 Consulting Engineers "OC-HCA" Suite 100 27141 Aliso Creek Rd., Aliso Viejo CA PANEL SCHEDULES E-7.1 ······· F:\Projects\Aliso Viejo\Aliso Creek Rd\27141 Aliso Creek Rd\01\Suite 100 (OC-HCA)\27141 Aliso Creek Rd., 1st Floor (OC-HCA) E-7.1 Panel Schedules.dwg, 8/28/2024 11:37:49 AM 08/16/24 ISSUE FOR ENGINEERING 08/29/24 ISSUE FOR PLAN CHECK 109
PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED CULV E R C I T Y , C A • I RV INE , C A • LOS ANGE L E S , C A S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. ALISO VIEJO, CA 92656 27141 ALISO CREEK RD. 1ST FLOOR OC-HCA 08/06/24 Cad Sorin A. Brie 635036 ELECTRICAL STAMP Electrical Mechanical Plumbing 333 City Blvd. West, Suite 300 Orange CA 92826 office fax (714) 449-1646 (714) 449-1946 Consulting Engineers "OC-HCA" Suite 100 27141 Aliso Creek Rd., Aliso Viejo CA SINGLE LINE DIAGRAM E-7.2 SCALE: SINGLE LINE DIAGRAM 1/8" = 1'-0" 1 SINGLE LINE DIAGRAM GENERAL NOTES PANEL SCHEDULES GENERAL NOTES F:\Projects\Aliso Viejo\Aliso Creek Rd\27141 Aliso Creek Rd\01\Suite 100 (OC-HCA)\27141 Aliso Creek Rd., 1st Floor (OC-HCA) E-7.2 Single Line Diagram.dwg, 8/28/2024 4:08:41 PM 08/16/24 ISSUE FOR ENGINEERING 08/29/24 ISSUE FOR PLAN CHECK 110
PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED CUL V E R C I T Y , CA • IR V INE , CA • LOS AN GE LE S , CA S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. ALISO VIEJO, CA 92656 27141 ALISO CREEK RD. 1ST FLOOR OC-HCA 08/06/24 Cad Sorin A. Brie 635036 ELECTRICAL STAMP Electrical Mechanical Plumbing 333 City Blvd. West, Suite 300 Orange CA 92826 office fax (714) 449-1646 (714) 449-1946 Consulting EngineersE-8 "OC-HCA" Suite 100 27141 Aliso Creek Rd., Aliso Viejo CA TYPICAL LIGHTING CONTROL DIAGRAMS (WATTSTOPPER) SCALE: "RC3" ROOM CONTROLLER WITH WALL STATION CONTROL NONE 3B SCALE: "RC3" ROOM CONTROLLER WITH WALL SENSOR CONTROL NONE 3A SCALE: "RC2" ROOM CONTROLLER WITH WALL STATION CONTROL 2B NONE SCALE: "RC2" ROOM CONTROLLER WITH WALL SENSOR CONTROL 2A NONE SCALE: "RC1" ROOM CONTROLLER WITH WALL STATION CONTROL NONE 1B INPUT MODULE LMIN-104 SHALL BE PROVIDED WHERE SCOPE OF WORK IS MINIMUM 4,000 W SCALE: "RC1" ROOM CONTROLLER WITH WALL SENSOR CONTROL NONE 1A SCALE: "EL" ELCU 200 TYPICAL WIRING DIAGRAM NONE 1C INPUT MODULE LMIN-104 SHALL BE PROVIDED WHERE SCOPE OF WORK IS MINIMUM 4,000 W INPUT MODULE LMIN-104 SHALL BE PROVIDED WHERE SCOPE OF WORK IS MINIMUM 4,000 W INPUT MODULE LMIN-104 SHALL BE PROVIDED WHERE SCOPE OF WORK IS MINIMUM 4,000 W INPUT MODULE LMIN-104 SHALL BE PROVIDED WHERE SCOPE OF WORK IS MINIMUM 4,000 W INPUT MODULE LMIN-104 SHALL BE PROVIDED WHERE SCOPE OF WORK IS MINIMUM 4,000 W LMLS 500 PHOTOSENSOR SHALL BE INSTALLED WHERE SO NOTED ON PLANS LMLS 500 PHOTOSENSOR SHALL BE INSTALLED WHERE SO NOTED ON PLANS LMLS 500 PHOTOSENSOR SHALL BE INSTALLED WHERE SO NOTED ON PLANS LMLS 500 PHOTOSENSOR SHALL BE INSTALLED WHERE SO NOTED ON PLANS LMLS 500 PHOTOSENSOR SHALL BE INSTALLED WHERE SO NOTED ON PLANS LMLS 500 PHOTOSENSOR SHALL BE INSTALLED WHERE SO NOTED ON PLANS F:\Projects\Aliso Viejo\Aliso Creek Rd\27141 Aliso Creek Rd\01\Suite 100 (OC-HCA)\27141 Aliso Creek Rd., 1st Floor (OC-HCA) E-8 Lighting Control Details.dwg, 8/28/2024 11:38:07 AM 08/16/24 ISSUE FOR ENGINEERING 08/29/24 ISSUE FOR PLAN CHECK 111
PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED CUL V E R C I T Y , CA • IR V INE , CA • LOS AN GE LE S , CA S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. ALISO VIEJO, CA 92656 27141 ALISO CREEK RD. 1ST FLOOR OC-HCA 08/06/24 Cad Sorin A. Brie 635036 ELECTRICAL STAMP Electrical Mechanical Plumbing 333 City Blvd. West, Suite 300 Orange CA 92826 office fax (714) 449-1646 (714) 449-1946 Consulting EngineersE-9 "OC-HCA" Suite 100 27141 Aliso Creek Rd., Aliso Viejo CA ELECTRICAL DETAILS 3/16"Ø - PUNCHED, NOT DRILLED SCALE: 6 TYPICAL TEL. BOARD GROUNDING BAR INSTALLATION NONE DO NOT DISCONNECT HOLE PATTERN DETAIL 2" 2" 1" 3/4" TY-RAPS TO SECURE AS SHOWN. PROVIDE BRASS TAGS ON CABLES TO MSG ONLY, BRASS TAGS - PANDUIT P/N MTB150D-Q THEN HAVE ENGRAVER STAMP THEM "DO NOT DISCONNECT". OF THE CABLE. USE 1/16" WIDE WHITE TERMINATION POINTS OF THE OTHER END GREEN BACKGROUND. TEXT TO INDICATE HIGH ENGRAVED WHITE LETTERS ON PHENOLIC NAMEPLATE WITH 1/4" PROVIDE ON EACH CONDUCTOR A 3- SCALE: PANELS NAMEPLATE FULL SIZE 5 208Y/120V, 3Ø, 4W ADJACENT ADDITIONAL PANEL SECTIONS DIST. PANEL CRPP1A1 DIST. PANEL CRPP1A1 GENERAL NOTES: C. CENTER ALL TEXT HORIZONTALLY. D. MODIFY TEXT AS REQUIRED. 1" 2.5" NAMEPLATE MOUNTING LOCATION CENTERLINE OF INNER DOOR 1/4" WIDTH AS REQUIRED, 5" MIN. MAIN BUS SIZE IF MAIN LUGS ONLY OR TRIP RATING OF MAIN BREAKER SECTION 2 3/16" 3/16" 1/4" 3/16" 3/16" USE "BOLD" STYLE TEXT FED FROM MHS1A WIDTH AS REQUIRED, MIN. 5" 225A MCB 22,000 IER 1/4" 1/4" 3/16" 3/16" 1/4" 3/16" 3/16" 1/4" 1/4" 1/4" USE RIVETS NOT DOUBLE-STICK TAPE FOR EXTERIOR LOCATIONS CL CL 1/2" PURPLE ORANGE NOT PAINTED RED YELLOW BLUE & WHITE GREEN & BLUE ORANGE & WHITE NOT PAINTED PVC-NOT PAINTED PAINT J-BOXES PRIOR TO INSTALLATION. PAINT OVERSPRAY ON CONDUITS AND SURROUNDING SURFACES WILL BE REJECTED. WRAP 0.75" WIDE ELECTRICAL TAPE TWICE AROUND CONDUIT. USE TWO ROWS TO GET 1.5" WIDE STRIPE. USE ONE ROW EACH IF TWO COLORS ARE REQUIRED. REFER TO SPECIFICATION SECTION 16195 FOR ADDITIONAL INFORMATION. INSTALL TAPE CONSISTENTLY ON ONE SIDE ONLY OF EACH COUPLING. ALIGN WITH OTHER ADJACENT CONDUITS. INSTALL TAPE AT EACH J-BOX, CHANGES IN DIRECTION, AT PENETRATIONS OF WALLS AND FLOORS, AND AT 10-FOOT MAXIMUM INTERVALS IN STRAIGHT RUNS (ON ONE SIDE OF COUPLING FITTINGS). IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THE COLOR BANDING IS NOT PAINTED OVER BY THE ARCHITECTURAL PAINTING CONTRACTOR. GENERAL NOTES: COLOR J-BOX PAINT GROUND CONDUITS 480V NORMAL 208/120V NORMAL SECURITY TELECOM FIRE ALARM BMS CONTROLS 208/120V UPS 480/277V UPS 277V NORMAL (LTG.) SERVICE GREEN WHITE GREEN BLUE BLUE & WHITE ORANGE & WHITE GREEN & BLUE YELLOW RED WHITE ORANGE CONDUIT TAPE COLOR LEGEND 1 COLOR PURPLE 2 WHITE BLUE BLACK BLACK WHITE WHITE WHITE WHITE WHITE YELLOW BLACK RED WHITE BLUE ORANGE ORANGE BACKGROUND NAMEPLATE COLOR WHITE TEXT DARK PURPLE3 PANEL, MCC, ENCLOSURE, ETC. PAINTED J-BOX AND COVER 10 HP., 480V, 3Ø FED FROM XX PANEL CRPP1A1 3 1 MARKING TAPE 2 BRPP1A1-22,24,26 ON POWER CONDUITS SHOW CIRCUIT NUMBERS OF ALL CIRCUITS IN J-BOX. USE 1" WIDE KROY OR BROTHERS LABELING TAPE WITH BLACK 1/2" HIGH HELVETICA BOLD LETTERING ON WHITE BACKGROUND. ENGRAVED NAMEPLATES SCALE: 4 RACEWAY AND NAMEPLATE IDENTIFICATION NONESCALE: TELEPHONE/DATA OUTLETS FULL SIZE 7 SCALE: TYPICAL FIRESTOP PENETRATION DETAILS FULL SIZE 8 A. SEE SPECIFICATIONS FOR ADDITIONAL NAMEPLATE INFORMATION AND COLORS OF NAMEPLATES FOR DIFFERENT SYSTEMS. B. PROVIDE ONE NAMEPLATE FOR EACH PANEL OR MCC SECTION. WHERE SECTION NUMBER TWO AND ABOVE ARE WITHIN SAME . ROOM AND WITHIN 10' OF EACH OTHER USE THE SMALLER SIZE NAMEPLATE. SCALE: 1 ESD GROUNDING FOIL CONNECTION AT RECEPTACLE NONE SCALE: EQUIPMENT MOUNTED RECEPTACLE DETAIL FULL SIZE 2 SCALE: GROUNDING AND BOUNDING FULL SIZE 3 F:\Projects\Aliso Viejo\Aliso Creek Rd\27141 Aliso Creek Rd\01\Suite 100 (OC-HCA)\27141 Aliso Creek Rd., 1st Floor (OC-HCA) E-9 Electrical Details.dwg, 8/28/2024 11:38:13 AM 08/16/24 ISSUE FOR ENGINEERING 08/29/24 ISSUE FOR PLAN CHECK 112
PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED CUL V E R C I T Y , CA • IR V INE , CA • LOS AN GE LE S , CA S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. ALISO VIEJO, CA 92656 27141 ALISO CREEK RD. 1ST FLOOR OC-HCA 08/06/24 Cad Sorin A. Brie 635036 Electrical Mechanical Plumbing 333 City Blvd. West, Suite 300 Orange CA 92826 office fax (714) 449-1646 (714) 449-1946 Consulting Engineers M-1.0 "OC-HCA" Suite 100 27141 Aliso Creek Rd., Aliso Viejo CA HVAC NOTES & DETAILS CEILING DIFFUSER DETAIL ROOFTOP AC UNIT INSTALLATION ROUND DUCT HANGERS TO 2" WG. POSITIVE PRESSUREROUND DUCT & FITTINGS CONSTRUCTION SMACNA (2006 HVAC ROUND CONSTRUCTION STANDARDS) (SUPPLY, RETURN, MAKE-UP AIR) ROOF TOP EXHAUST FAN DETAILLEGEND INSTALLED BY MECH. CONTRACTOR PROVIDED & WIRED BY OTHERS (R) CSFD FD (REB) (N) (E) NEW OR RELOCATED DUCT NEW OR RELOCATED THERMOSTAT CONSTRUCTION NOTES CALGREEN MANDATORY MEASURES F:\Projects\Aliso Viejo\Aliso Creek Rd\27141 Aliso Creek Rd\01\Suite 100 (OC-HCA)\_HVAC\27141 Aliso Creek Rd., 1st Floor (OC-HCA) Mechanical.dwg, 8/28/2024 11:39:14 AM 08/16/24 ISSUE FOR ENGINEERING 08/29/24 ISSUE FOR PLAN CHECK 113
SURFACE POWER PANEL POWER PANEL POWER PANEL PANEL BOARD SWITCH BOARD SWITCH BOARD SWITCH BOARD SURFACE SURFACE SURFACE FIRE CONTROL PANEL BUILDING POWER TBB EPEPEPEP EPEP +36" SURFACE EPEP PANEL WITH 21 THERMOSTATS S +7" SURFACE SURFACE SURFACE DDD T T SOPEN +7 1/2" AFF FA +42" GFIFE ALARM FA ALARM FA J CHASE +14" GFI W/H W/H +18" SURFACE +8 1/4" AFF +8 1/4" AFF SURFACE MOUNTED CHASE SURFACE MOUNTED CHASE FE S S T +77" T +88" T +88" T +88" T+108" T+108" J SURFACE J SURFACE TV MOUNT TV MOUNT J SURFACE TV MOUNT TV MOUNT TV MOUNT TV MOUNT TV MOUNT (E) SFEC +9'-0" +9'-0" +6'-9" +9'-10" +8'-0" +11'-4" M M M +7'-6" +9'-0" +9'-0" +7'-11" +7'-11" +7'-11" +7'-10" +9'-0" +8'-1" +12'-1" M M +9'-0" +9'-0" +9'-11" +9'-11" +10'-0" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED CUL V E R C I T Y , CA • IR V INE , CA • LOS AN GE LE S , CA S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. ALISO VIEJO, CA 92656 27141 ALISO CREEK RD. 1ST FLOOR OC-HCA 08/06/24 Cad Sorin A. Brie 635036 Electrical Mechanical Plumbing 333 City Blvd. West, Suite 300 Orange CA 92826 office fax (714) 449-1646 (714) 449-1946 Consulting Engineers M-2.0 "OC-HCA" Suite 100 27141 Aliso Creek Rd., Aliso Viejo CA HVAC DEMOLITION PLAN1/8" = 1'-0" N MECHANICAL CONTRACTOR SHALL INCLUDE IN THE BASE BID TO DEMOLISH ALL EXISTING AIR DISTRIBUTION UP TO SUPPLY/ RETURN AIR PLENUMS. FIELD VERIFY SUPPLY/ RETURN SHOWN ON THE PLAN.PATCH AND REPAIR PLENUMS/ INSULATION. F:\Projects\Aliso Viejo\Aliso Creek Rd\27141 Aliso Creek Rd\01\Suite 100 (OC-HCA)\_HVAC\27141 Aliso Creek Rd., 1st Floor (OC-HCA) Mechanical.dwg, 8/28/2024 11:39:15 AM 08/16/24 ISSUE FOR ENGINEERING 08/29/24 ISSUE FOR PLAN CHECK 114
+9'-0" +9'-0" +9'-0" +9'-0" +8'-0" +9'-0" +8'-1" +9'-11" +9'-11" +10'-0" PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED CUL V E R C I T Y , CA • IR V INE , CA • LOS AN GE LE S , CA S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. ALISO VIEJO, CA 92656 27141 ALISO CREEK RD. 1ST FLOOR OC-HCA 08/06/24 Cad Sorin A. Brie 635036 Electrical Mechanical Plumbing 333 City Blvd. West, Suite 300 Orange CA 92826 office fax (714) 449-1646 (714) 449-1946 Consulting Engineers M-2.1 "OC-HCA" Suite 100 27141 Aliso Creek Rd., Aliso Viejo CA HVAC PLAN 1/8" = 1'-0" N LOBBY 100 RECEPTION 101 SERVICE CHIEF OFFICE 124 RESTROOM 134 CLIENT RESTROOM 173 GROUP ROOM 01 172 GROUP ROOM 02 171 CLINICIAN'S OFFICE 01 168 LARGE CONFERENCE 163 PEER/MENTAL HEALTH WORKERS 158 SERVICE CHIEF OFFICE 157 CLINICIAN'S OFFICE 12 156 CLINICIAN'S OFFICE 11 155 INTERN OFFICE 01 152 SUPPLY/STORAGE /CHART 151 STAFF BREAK ROOM 147 EXIT VESTIBULE 148 STORAGE 143 GROUP ROOM 01 139 DOCTOR'S OFFICE 137 CLINICIAN'S OFFICE 12 136 CHILDCARE 132 OPEN WORK COLLABORATION 154 BLDG. JANITORS 149 TREATMENT OFFICE 167 CLUBHOUSE 174SECURITY 102 FINANCE 104 CHECK IN 105 SUPERVISOR OFFICE 103 COPY ROOM 118 STORAGE 115 TESTING RESTROOM 01 114 MOTHER'S ROOM 108 MEN'S RESTROOM 109 MDF/IDF 111 MED ROOM 144 CONFERENCE ROOM 145 GROUP ROOM 04 142 GROUP ROOM 03 140 RECOVERY 116 CLIA STOR. 117 CLINICIAN'S OFFICE 04 166 CLINICIAN'S OFFICE 05 165 CLINICIAN'S OFFICE 06 164 CLINICIAN'S OFFICE 07 162 CLINICIAN'S OFFICE 10 159 INTERN OFFICE 01 153 GROUP ROOM 02 141 CLINICIAN'S OFFICE 13 135 LAUNDRY 133 CLINICIAN'S OFFICE 05 125 CLINICIAN'S OFFICE 06 126 CLINICIAN'S OFFICE 07 127 CLINICIAN'S OFFICE 01 123 CLINICIAN'S OFFICE 02 122 CLINICIAN'S OFFICE 03 121 CLINICIAN'S OFFICE 04 120 CLINICIAN'S OFFICE 10 130 CLINICIAN'S OFFICE 09 129 CLINICIAN'S OFFICE 08 128 CLINICIAN'S OFFICE 11 131 TESTING ROOM 113 VESTIBULE 107 WOMEN'S RESTROOM 110 HALLWAY 106 HALLWAY 119 HALLWAY 138 HALLWAY 150 WATER HEATER CLOSET 132A CL CL CL OPEN COLLAB. 138A CLINICIAN'S OFFICE 03 170 CLINICIAN'S OFFICE 02 169 CLINICIAN'S OFFICE 09 160 CLINICIAN'S OFFICE 08 161 AIR DISTRIBUTION: -RETURN/TRANSFER AIR GRILL, HARD LID: "TITUS" MODEL 350RL -SIDE WALL SUPPLY AIR DIFFUSER, HARD LID: "TITUS" MODEL 300RL ALL DUCT WORK MUST BE CONSTRUCTED FROM COMMERCIAL GRADE G60/G90 GALVANIZED STEEL MEETING ASTM-A-653-96 STANDARD IN ACCORDANCE WITH THE LATEST ADDITIONS OF THE SMACNA. 1- 2- PROVIDE DUCT TYPE SMOKE DETECTOR ON ALL SUPPLY AIR PLENUMS OF ALL RTUS. PROVIDE TITLE-24 APPROVED 365 DAYS PROGRAMMABLE THERMOSTATS, COORDINATE LOCATIONS W/ ARCHITECT. 4-6"Ø DUCT FROM DRYER, TO 8X8 LOUVER (BY OTHERS), COORDINATE WITH ARCHITECT AND G.C. THE EXHAUST DUCT SHALL NOT EXCEED A TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH OF 14 FEET, INCLUDING TWO 90 DEGREE ELBOWS. A LENGTH OF 2 FEET SHALL BE DEDUCTED FOR EACH 90 DEGREE ELBOW IN EXCESS OF TWO. WE RECOMMEND TO HAVE DRYER IN PLACE OF PROPOSED WASHER TO BE CLOSER TO EXHAUST LOUVER. NEW 12"Ø BY PASS W/ MANUAL VOLUME DAMPER SET AT 460 CFM 123 NEW EXHAUST FAN TO BE INSTALLED IN PLACE OF EXISTING, MATCH LIKE FOR LIKE, FIELD VERIFY 4 NEW 14"Ø OR EQUAL RECTANGULAR UTR., DEMO EXISTING RESTROOM EXHAUST FAN AND INSTALL NEW PER SCHEDULE. PROVIDE NEW ROOF CURB. ROOFING BY OTHERS. 5 EXHAUST DISCHARGE FROM THE BUILDING MUST BE MIN. 10 FT AWAY FROM ANY AIR INTAKE TO THE BUILDING AND PROPERTY LINE. 6 PROVIDE TITLE-24 APPROVED 365 DAYS PROGRAMMABLE THERMOSTATS, COORDINATE LOCATIONS W/ ARCHITECT. 5- MECHANICAL CONTRACTOR TO FIELD VERIFY AND LOCATE EXACT SUPPLY/ RETURN AIR PLENUMS COMING FROM THE ROOFTOP PACKAGES ON THE ROOF. 3- 1 2 NEW 10"Ø BY PASS W/ MANUAL VOLUME DAMPER SET AT 350 CFM 3 4 5 6 7 NEW SUPPLEMENTARY AC UNIT. COORDINATE FINAL LOCATION W/ G.C. PROVIDE ALL SERVICE ACCESS REQUIREMENTS. 7 8 LINE SET REFRIGERANT UTR TO CU-1 ON THE ROOF. FIELD VERIFY FINAL LOCATION FOR CU-1 AND PIPE ROUTING. 8 (EXISTING)ROOF TOP HEAT PUMP SPLIT SYSTEM CONDENSING UNIT(PROCESS LOAD) A/C UNIT EXHAUST FAN 6- MECHANICAL CONTRACTOR TO PROVIDE SHOP DRAWING TO SAA FOR REVIEW . 2X2 SUPPLY/RETURN AIR GRILLES: "TITUS" MODEL OMNI-AA ALL AIR DEVICES MUST BE REVIEWED AND APPROVED BY ARCHITECT PRIOR TO PURCHASE. F:\Projects\Aliso Viejo\Aliso Creek Rd\27141 Aliso Creek Rd\01\Suite 100 (OC-HCA)\_HVAC\27141 Aliso Creek Rd., 1st Floor (OC-HCA) Mechanical.dwg, 8/28/2024 11:39:18 AM 08/16/24 ISSUE FOR ENGINEERING 08/29/24 ISSUE FOR PLAN CHECK 115
BLDG. ELECTRICAL ROOM DW (E) SFEC OPEN COLLAB. 138A WATER HEATER CLOSET 132A HALLWAY 150 HALLWAY 138 HALLWAY 119 HALLWAY 106 WOMEN'S RESTROOM 110 VESTIBULE 107 TESTING ROOM 113 TESTING RESTROOM 02 112 CLINICIAN'S OFFICE 11 131 CLINICIAN'S OFFICE 08 128 CLINICIAN'S OFFICE 09 129 CLINICIAN'S OFFICE 10 130 CLINICIAN'S OFFICE 04 120 CLINICIAN'S OFFICE 03 121 CLINICIAN'S OFFICE 02 122 CLINICIAN'S OFFICE 01 123 CLINICIAN'S OFFICE 07 127 CLINICIAN'S OFFICE 06 126 CLINICIAN'S OFFICE 05 125 LAUNDRY 133 CLINICIAN'S OFFICE 13 135 GROUP ROOM 02 141 INTERN OFFICE 01 153 CLINICIAN'S OFFICE 10 159 CLINICIAN'S OFFICE 09 160 CLINICIAN'S OFFICE 07 162 CLINICIAN'S OFFICE 08 161 CLINICIAN'S OFFICE 06 164 CLINICIAN'S OFFICE 05 165 CLINICIAN'S OFFICE 04 166 CLINICIAN'S OFFICE 03 170 CLINICIAN'S OFFICE 02 169 CLIA STOR 117 RECOVERY 116 GROUP ROOM 03 140 GROUP ROOM 04 142 CONFERENCE 145 MED ROOM 144 MDF/IDF 111 MEN'S RESTROOM 109 MOTHER'S ROOM 108 TESTING RESTROOM 01 114 STORAGE 115 COPY ROOM 118 SUPERVISOR OFFICE 103 CHECK IN 105 FINANCE 104 SECURITY 102 CLUBHOUSE 174 TREATMENT OFFICE 167 BLDG. JANITORS 149 OPEN WORK COLLABORATION 154 CHILDCARE 132 CLINICIAN'S OFFICE 12 136 DOCTOR'S OFFICE 137 GROUP ROOM 01 139 STORAGE 143 EXIT VESTIBULE 148 STAFF BREAK ROOM 147 SUPPLY/STORAGE /CHART 151 INTERN OFFICE 01 152 CLINICIAN'S OFFICE 11 155 CLINICIAN'S OFFICE 12 156 SERVICE CHIEF OFFICE 157 PEER/MENTAL HEALTH WORKERS 158 LARGE CONFERENCE 163 CLINICIAN'S OFFICE 01 168 GROUP ROOM 02 171 GROUP ROOM 01 172 CLIENT RESTROOM 173 RESTROOM 134 SERVICE CHIEF OFFICE 124 RECEPTION 101 LOBBY 100 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED CUL V E R C I T Y , CA • IR V INE , CA • LOS AN GE LE S , CA S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. ALISO VIEJO, CA 92656 27141 ALISO CREEK RD. 1ST FLOOR OC-HCA 08/06/24 Cad Sorin A. Brie 635036 Electrical Mechanical Plumbing 333 City Blvd. West, Suite 300 Orange CA 92826 office fax (714) 449-1646 (714) 449-1946 Consulting Engineers M-2.2 "OC-HCA" Suite 100 27141 Aliso Creek Rd., Aliso Viejo CA HVAC ZONING PLAN 1/8" = 1'-0" N F:\Projects\Aliso Viejo\Aliso Creek Rd\27141 Aliso Creek Rd\01\Suite 100 (OC-HCA)\_HVAC\27141 Aliso Creek Rd., 1st Floor (OC-HCA) Mechanical.dwg, 8/28/2024 11:39:21 AM 08/16/24 ISSUE FOR ENGINEERING 08/29/24 ISSUE FOR PLAN CHECK 116
PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED CUL V E R C I T Y , CA • IR V INE , CA • LOS AN GE LE S , CA S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. ALISO VIEJO, CA 92656 27141 ALISO CREEK RD. 1ST FLOOR OC-HCA 08/06/24 Cad Sorin A. Brie 635036 Electrical Mechanical Plumbing 333 City Blvd. West, Suite 300 Orange CA 92826 office fax (714) 449-1646 (714) 449-1946 Consulting Engineers M-3.0 "OC-HCA" Suite 100 27141 Aliso Creek Rd., Aliso Viejo CA TITLE-24 F:\Projects\Aliso Viejo\Aliso Creek Rd\27141 Aliso Creek Rd\01\Suite 100 (OC-HCA)\_HVAC\27141 Aliso Creek Rd., 1st Floor (OC-HCA) Mechanical.dwg, 8/28/2024 11:39:23 AM 08/16/24 ISSUE FOR ENGINEERING 08/29/24 ISSUE FOR PLAN CHECK 117
PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED CUL V E R C I T Y , CA • IR V INE , CA • LOS AN GE LE S , CA S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. ALISO VIEJO, CA 92656 27141 ALISO CREEK RD. 1ST FLOOR OC-HCA 08/06/24 Cad Sorin A. Brie 635036 Electrical Mechanical Plumbing 333 City Blvd. West, Suite 300 Orange CA 92826 office fax (714) 449-1646 (714) 449-1946 Consulting Engineers M-3.1 "OC-HCA" Suite 100 27141 Aliso Creek Rd., Aliso Viejo CA TITLE-24 333 City Blvd. West, Suite 300 Orange CA 92826 (714) 449-1646 M-33211 (714) 449-1646 333 City Blvd. West, Suite 300 Orange CA 92826 Engineered Spaces Inc. Engineered Spaces Inc. Fariborz Mozhgani Fariborz Mozhgani F:\Projects\Aliso Viejo\Aliso Creek Rd\27141 Aliso Creek Rd\01\Suite 100 (OC-HCA)\_HVAC\27141 Aliso Creek Rd., 1st Floor (OC-HCA) Mechanical.dwg, 8/28/2024 11:39:34 AM 08/16/24 ISSUE FOR ENGINEERING 08/29/24 ISSUE FOR PLAN CHECK 118
PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED CUL V E R C I T Y , CA • IR V INE , CA • LOS AN GE LE S , CA S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. ALISO VIEJO, CA 92656 27141 ALISO CREEK RD. 1ST FLOOR OC-HCA 08/06/24 Cad Sorin A. Brie 635036 Electrical Mechanical Plumbing 333 City Blvd. West, Suite 300 Orange CA 92826 office fax (714) 449-1646 (714) 449-1946 Consulting Engineers "OC-HCA" Suite 100 27141 Aliso Creek Rd., Aliso Viejo CA PLUMBING COVER SHEET P-1.1 PLUMBING NOTES PLUMBING FIXTURE SCHEDULE LEGEND SHEET INDEX PIPE MATERIAL SCHEDULE ············ SCOPE OF WORK ········ PLUMBING FIXTURE SCHEDULE GENERAL NOTES PLUMBING FIXTURE SCHEDULE NOTES F:\Projects\Aliso Viejo\Aliso Creek Rd\27141 Aliso Creek Rd\01\Suite 100 (OC-HCA)\27141 Aliso Creek Rd., 1st Floor (OC-HCA) P-1 Plumbing Cover Sheet.dwg, 8/28/2024 11:38:21 AM 08/16/24 ISSUE FOR ENGINEERING 08/29/24 ISSUE FOR PLAN CHECK 119
PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED CUL V E R C I T Y , CA • IR V INE , CA • LOS AN GE LE S , CA S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. ALISO VIEJO, CA 92656 27141 ALISO CREEK RD. 1ST FLOOR OC-HCA 08/06/24 Cad Sorin A. Brie 635036 Electrical Mechanical Plumbing 333 City Blvd. West, Suite 300 Orange CA 92826 office fax (714) 449-1646 (714) 449-1946 Consulting Engineers "OC-HCA" Suite 100 27141 Aliso Creek Rd., Aliso Viejo CA PLUMBING DETAILS P-1.2NONE SCHEDULE FOR SINGLE PIPE HANGERS 3/4" THRU 6" PIPE SUPPORT SPACING SCHEDULE 2 INSTA-HOT INSTALLATION DETAIL TYPICAL COUNTER DETAIL 1 TYPICAL FIRESTOP PENETRATION DETAIL 4 3 1. WALL ASSEMBLY -- THE 1 OR 2 HR FIRE-RATED GYPSUM BOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300, U400 OR V400 SERIES WALL AND PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS -- WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. (51 BY 102 MM) LUMBER SPACED MAX 16 IN. (406 MM) OC. STEEL STUDS TO BE MIN 3-1/2 IN. (89 MM) DEEP, FABRICATED FROM 25 MSG GALV STEEL, SPACED MAX 24 IN. (610 MM) OC. B. GYPSUM BOARD* -- THE GYPSUM BOARD TYPE, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL WALL AND PARTITION DESIGN. MAX DIAM OPENING IS 12 IN. (305 MM). THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. 2. THROUGH PENETRANT -- ONE METALLIC PIPE, CONDUIT OR TUBE TO BE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE MIN ANNULAR SPACE BETWEEN THE PIPE, CONDUIT OR TUBE AND THE PERIPHERY OF THE OPENING SHALL BE MIN 0 IN. (POINT CONTACT) TO MAX 7-7/8 IN. (200 MM). PIPE CONDUIT OR TUBE TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBES MAY BE USED: A. STEEL PIPE -- NOM 4 IN. (102 MM) DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE. B. IRON PIPE -- NOM 4IN. (102 MM) DIAM (OR SMALLER) CAST OR DUCTILE IRON PIPE. C. CONDUIT -- NOM 4 IN. (102 MM) DIAM (OR SMALLER) RIGID STEEL CONDUIT. D. CONDUIT -- NOM 4 IN. (102 MM) DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC CONDUIT. E. COPPER TUBING -- NOM 4 IN. (102 MM) DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING. F. COPPER PIPE -- NOM 4 IN. (102 MM) DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. 3. FIRESTOP SYSTEM -- THE FIRESTOP SYSTEM SHALL CONSIST OF THE FOLLOWING: A. PACKING MATERIAL -- GLASS FIBER OR MINERAL WOOL BATT INSULATION FIRMLY PACKED WITHIN THE WALL CAVITY AROUND THE OPENING AS A PERMANENT FORM. B. FILL, VOID OR CAVITY MATERIAL*-FOAM -- FILL MATERIAL APPLIED WITHIN ANNULUS FLUSH WITH BOTH SURFACES OF THE WALL. MIN FILL MATERIAL THICKNESS FOR 1 HR F RATING IS 4-3/4 IN. (121 MM). MIN FILL MATERIAL THICKNESS FOR 2 HR F RATING IS 6 IN. (152 MM). HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC -- CP 620 FIRE FOAM *BEARING THE UL CLASSIFICATION MARK Hilti Firestop Systems AA SECTION A-A WL 1289System No. W-L-1289 F Ratings -- 1 and 2 Hr (See Items 1 and 3) T Rating -- 0 Hr L-RA TING AT AMBIENT = LESS THAN 1 CFM / SQ FT L Rating at Ambient -- Less Than 1 CFM/sq ft L Rating at 400 F -- Less Than 1 CFM/sq ft UL 1479 and CAN/ULC-S115 2-HOUR SLAB PENETRATION DETAIL 5 AA F RATING - 2 HR T RATING - 2 HR ANSI / UL1479 (ASTM E814) - 2 HR - 0 HR - 2 HR - 0 HR F RATING FT RATING FH RATING FTH RATING CAN / ULC S115 1. Wall Assembly -- The 1 or 2 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300, U400 or V400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Studs -- Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced max 16 in. (406 mm) OC. Steel studs to be min 3-1/2 in. (89 mm) deep, fabricated from 25 MSG galv steel, spaced max 24 in. (610 mm) OC. B. Gypsum Board* -- The gypsum board type, number of layers, fastener type and sheet orientation shall be as specified in the individual Wall and Partition Design. Max diam opening is 12 in. (305 mm). The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 2. Through Penetrant -- One metallic pipe, conduit or tube to be installed either concentrically or eccentrically within the firestop system. The min annular space between the pipe, conduit or tube and the periphery of the opening shall be min 0 in. (point contact) to max 7-7/8 in. (200 mm). Pipe conduit or tube to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubes may be used: A. Steel Pipe -- Nom 4 in. (102 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe -- Nom 4in. (102 mm) diam (or smaller) cast or ductile iron pipe. C. Conduit -- Nom 4 in. (102 mm) diam (or smaller) rigid steel conduit. D. Conduit -- Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic conduit. E. Copper Tubing -- Nom 4 in. (102 mm) diam (or smaller) Type L (or heavier) copper tubing. F. Copper Pipe -- Nom 4 in. (102 mm) diam (or smaller) Regular (or heavier) copper pipe. 3. Firestop System -- The firestop system shall consist of the following: A. Packing Material -- Glass fiber or mineral wool batt insulation firmly packed within the wall cavity around the opening as a permanent form. B. Fill, Void or Cavity Material*-Foam -- Fill material applied within annulus flush with both surfaces of the wall. Min fill material thickness for 1 hr F Rating is 4-3/4 in. (121 mm). Min fill material thickness for 2 hr F Rating is 6 in. (152 mm). HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC -- CP 620 Fire Foam *Bearing the UL Classification Mark System No. F-A-1014 FA 1014 Hilti Firestop Systems HOT WATER PIPING INSULATION DETAIL 6 FIXED AIR GAP 7 PIPE SUPPORT INSTALLATION DETAIL RESIDENTIAL DISHWASHER HOOK-UP 8 WALL CLEANOUT 9 FLOOR CLEANOUT 10 ··· WATER HEATER DETAIL 11 CONDENSATE DRAIN TO TAILPIECE 12 F:\Projects\Aliso Viejo\Aliso Creek Rd\27141 Aliso Creek Rd\01\Suite 100 (OC-HCA)\27141 Aliso Creek Rd., 1st Floor (OC-HCA) P-1 Plumbing Cover Sheet.dwg, 8/28/2024 11:38:23 AM 08/16/24 ISSUE FOR ENGINEERING 08/29/24 ISSUE FOR PLAN CHECK 120
PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED CUL V E R C I T Y , CA • IR V INE , CA • LOS AN GE LE S , CA S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. ALISO VIEJO, CA 92656 27141 ALISO CREEK RD. 1ST FLOOR OC-HCA 08/06/24 Cad Sorin A. Brie 635036 Electrical Mechanical Plumbing 333 City Blvd. West, Suite 300 Orange CA 92826 office fax (714) 449-1646 (714) 449-1946 Consulting Engineers "OC-HCA" Suite 100 27141 Aliso Creek Rd., Aliso Viejo CA PLUMBING CUTSHEETS & P-1.3 Fariborz Mozhgani Engineered Spaces Inc. 333 City Blvd., West, Suite 300 Orange CA 92868 2024-08-21 M-33211 (714) 449-1646 2024-08-28 333 City Blvd., West, Suite 300 Orange CA 92868 (714) 449-1646 TITLE 24 CALCULATIONS Engineered Spaces Inc. F:\Projects\Aliso Viejo\Aliso Creek Rd\27141 Aliso Creek Rd\01\Suite 100 (OC-HCA)\27141 Aliso Creek Rd., 1st Floor (OC-HCA) P-1 Plumbing Cover Sheet.dwg, 8/28/2024 11:38:26 AM 08/16/24 ISSUE FOR ENGINEERING 08/29/24 ISSUE FOR PLAN CHECK 121
(E) SFEC +7 1/2" AFF +45 3/4" AFF +37 3/4" AFF FA FE ALARM FA ALARM FA CHASE +14" W/H W/H +8 1/4" AFF +8 1/4" AFF SURFACE MOUNTED CHASE SURFACE MOUNTED CHASE FE PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED CUL V E R C I T Y , CA • IR V INE , CA • LOS AN GE LE S , CA S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. ALISO VIEJO, CA 92656 27141 ALISO CREEK RD. 1ST FLOOR OC-HCA 08/06/24 Cad Sorin A. Brie 635036 Electrical Mechanical Plumbing 333 City Blvd. West, Suite 300 Orange CA 92826 office fax (714) 449-1646 (714) 449-1946 Consulting Engineers "OC-HCA" Suite 100 27141 Aliso Creek Rd., Aliso Viejo CA DEMOLITION PLAN P-2.1AS NOTED N PLUMBING SCALE: 1/8" = 1'-0" PLUMBING - DEMOLITION PLAN 1 PLUMBING PLAN NOTES IMPORTANT BID NOTE: IT SHALL BE PLUMBING CONTRACTOR'S RESPONSIBILITY TO COORDINATE EXACT LOCATION OF RELOCATED CORE AREA RESTROOMS. PLUMBING CONTRACTOR SHALL INCLUDE IN HIS BASE BID THE INSTALLATION OF SEWER & VENT AND HOT & COLD WATER RISERS TO MAINTAIN CONTINUITY OF SERVICES FOR UPPER FLOORS. COORDINATE ALL PLUMBING SERVICES INTERRUPTIONS WITH BUILDING MANAGEMENT. INCLUDE AFTER-HOURS WORK AS PART OF BASE BID. F:\Projects\Aliso Viejo\Aliso Creek Rd\27141 Aliso Creek Rd\01\Suite 100 (OC-HCA)\27141 Aliso Creek Rd., 1st Floor (OC-HCA) P-2.1 Plumbing Plan.dwg, 8/28/2024 11:38:43 AM 08/16/24 ISSUE FOR ENGINEERING 08/29/24 ISSUE FOR PLAN CHECK 122
SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC (E) SFEC PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED CUL V E R C I T Y , CA • IR V INE , CA • LOS AN GE LE S , CA S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. ALISO VIEJO, CA 92656 27141 ALISO CREEK RD. 1ST FLOOR OC-HCA 08/06/24 Cad Sorin A. Brie 635036 Electrical Mechanical Plumbing 333 City Blvd. West, Suite 300 Orange CA 92826 office fax (714) 449-1646 (714) 449-1946 Consulting Engineers "OC-HCA" Suite 100 27141 Aliso Creek Rd., Aliso Viejo CA FIXTURE TYPES P-2.2AS NOTED PLUMBING N SCALE: 1/8" = 1'-0" PLUMBING - FIXTURE TYPES 1 PLUMBING PLAN NOTES IMPORTANT BID NOTE: IT SHALL BE PLUMBING CONTRACTOR'S RESPONSIBILITY TO COORDINATE EXACT LOCATION OF RELOCATED CORE AREA RESTROOMS. PLUMBING CONTRACTOR SHALL INCLUDE IN HIS BASE BID THE INSTALLATION OF SEWER & VENT AND HOT & COLD WATER RISERS TO MAINTAIN CONTINUITY OF SERVICES FOR UPPER FLOORS. COORDINATE ALL PLUMBING SERVICES INTERRUPTIONS WITH BUILDING MANAGEMENT. INCLUDE AFTER-HOURS WORK AS PART OF BASE BID. F:\Projects\Aliso Viejo\Aliso Creek Rd\27141 Aliso Creek Rd\01\Suite 100 (OC-HCA)\27141 Aliso Creek Rd., 1st Floor (OC-HCA) P-2.2 Plumbing Plan.dwg, 8/28/2024 11:38:49 AM 08/16/24 ISSUE FOR ENGINEERING 08/29/24 ISSUE FOR PLAN CHECK 123
SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC (E) SFEC LOBBY 100 RECEPTION 101 SERVICE CHIEF OFFICE 124 RESTROOM 134 CLIENT RESTROOM 173 GROUP ROOM 02 171 CLINICIAN'S OFFICE 01 168 LARGE CONFERENCE 163 PEER/MENTAL HEALTH WORKERS 158 SERVICE CHIEF OFFICE 157 CLINICIAN'S OFFICE 12 156 CLINICIAN'S OFFICE 11 155 INTERN OFFICE 01 152 SUPPLY/STORAGE /CHART 151 STAFF BREAK ROOM 147 EXIT VESTIBULE 148 STORAGE 143 GROUP ROOM 01 139 DOCTOR'S OFFICE 137 CLINICIAN'S OFFICE 12 136 CHILDCARE 132 OPEN WORK COLLABORATION 154 BLDG. JANITORS 149 TREATMENT OFFICE 167 CLUBHOUSE 174 SECURITY 102 FINANCE 104 CHECK IN 105 SUPERVISOR OFFICE 103 COPY ROOM 118 STORAGE 115 TESTING RESTROOM 01 114 MOTHER'S ROOM 108 MEN'S RESTROOM 109 MDF/IDF 111 MED ROOM 144 CONFERENCE 145 GROUP ROOM 04 142 GROUP ROOM 03 140 RECOVERY 116 CLINICIAN'S OFFICE 02 169 CLINICIAN'S OFFICE 03 170 CLINICIAN'S OFFICE 04 166 CLINICIAN'S OFFICE 05 165 CLINICIAN'S OFFICE 06 164 CLINICIAN'S OFFICE 08 161 CLINICIAN'S OFFICE 07 162 CLINICIAN'S OFFICE 09 160 CLINICIAN'S OFFICE 10 159 INTERN OFFICE 01 153 GROUP ROOM 02 141 CLINICIAN'S OFFICE 13 135 LAUNDRY 133 CLINICIAN'S OFFICE 05 125 CLINICIAN'S OFFICE 06 126 CLINICIAN'S OFFICE 07 127 CLINICIAN'S OFFICE 01 123 CLINICIAN'S OFFICE 02 122 CLINICIAN'S OFFICE 03 121 CLINICIAN'S OFFICE 04 120 CLINICIAN'S OFFICE 10 130 CLINICIAN'S OFFICE 09 129 CLINICIAN'S OFFICE 08 128 CLINICIAN'S OFFICE 11 131 TESTING RESTROOM 02 112 TESTING ROOM 113 VESTIBULE 107 WOMEN'S RESTROOM 110 HALLWAY 106 HALLWAY 119 HALLWAY 138 HALLWAY 150 CLIA STOR 117 WATER HEATER CLOSET 132A OPEN COLLAB. 138A GROUP ROOM 01 172 PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED CUL V E R C I T Y , CA • IR V INE , CA • LOS AN GE LE S , CA S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. ALISO VIEJO, CA 92656 27141 ALISO CREEK RD. 1ST FLOOR OC-HCA 08/06/24 Cad Sorin A. Brie 635036 Electrical Mechanical Plumbing 333 City Blvd. West, Suite 300 Orange CA 92826 office fax (714) 449-1646 (714) 449-1946 Consulting Engineers "OC-HCA" Suite 100 27141 Aliso Creek Rd., Aliso Viejo CA SEWER & VENT PIPING P-2.3AS NOTED PLUMBING PLAN N SCALE: 1/8" = 1'-0" SEWER & VENT - PLUMBING PLAN 1 PLUMBING PLAN NOTES IMPORTANT BID NOTE: IT SHALL BE PLUMBING CONTRACTOR'S RESPONSIBILITY TO COORDINATE EXACT LOCATION OF RELOCATED CORE AREA RESTROOMS. PLUMBING CONTRACTOR SHALL INCLUDE IN HIS BASE BID THE INSTALLATION OF SEWER & VENT AND HOT & COLD WATER RISERS TO MAINTAIN CONTINUITY OF SERVICES FOR UPPER FLOORS. COORDINATE ALL PLUMBING SERVICES INTERRUPTIONS WITH BUILDING MANAGEMENT. INCLUDE AFTER-HOURS WORK AS PART OF BASE BID. F:\Projects\Aliso Viejo\Aliso Creek Rd\27141 Aliso Creek Rd\01\Suite 100 (OC-HCA)\27141 Aliso Creek Rd., 1st Floor (OC-HCA) P-2.2 Plumbing Plan.dwg, 8/28/2024 11:38:51 AM 08/16/24 ISSUE FOR ENGINEERING 08/29/24 ISSUE FOR PLAN CHECK 124
SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC SFEC (E) SFEC LOBBY 100 RECEPTION 101 SERVICE CHIEF OFFICE 124 RESTROOM 134 CLIENT RESTROOM 173 GROUP ROOM 02 171 CLINICIAN'S OFFICE 01 168 LARGE CONFERENCE 163 PEER/MENTAL HEALTH WORKERS 158 SERVICE CHIEF OFFICE 157 CLINICIAN'S OFFICE 12 156 CLINICIAN'S OFFICE 11 155 INTERN OFFICE 01 152 SUPPLY/STORAGE /CHART 151 STAFF BREAK ROOM 147 EXIT VESTIBULE 148 STORAGE 143 GROUP ROOM 01 139 DOCTOR'S OFFICE 137 CLINICIAN'S OFFICE 12 136 CHILDCARE 132 OPEN WORK COLLABORATION 154 BLDG. JANITORS 149 TREATMENT OFFICE 167 CLUBHOUSE 174 SECURITY 102 FINANCE 104 CHECK IN 105 SUPERVISOR OFFICE 103 COPY ROOM 118 STORAGE 115 TESTING RESTROOM 01 114 MOTHER'S ROOM 108 MEN'S RESTROOM 109 MDF/IDF 111 MED ROOM 144 CONFERENCE 145 GROUP ROOM 04 142 GROUP ROOM 03 140 RECOVERY 116 CLINICIAN'S OFFICE 02 169 CLINICIAN'S OFFICE 03 170 CLINICIAN'S OFFICE 04 166 CLINICIAN'S OFFICE 05 165 CLINICIAN'S OFFICE 06 164 CLINICIAN'S OFFICE 08 161 CLINICIAN'S OFFICE 07 162 CLINICIAN'S OFFICE 09 160 CLINICIAN'S OFFICE 10 159 INTERN OFFICE 01 153 GROUP ROOM 02 141 CLINICIAN'S OFFICE 13 135 LAUNDRY 133 CLINICIAN'S OFFICE 05 125 CLINICIAN'S OFFICE 06 126 CLINICIAN'S OFFICE 07 127 CLINICIAN'S OFFICE 01 123 CLINICIAN'S OFFICE 02 122 CLINICIAN'S OFFICE 03 121 CLINICIAN'S OFFICE 04 120 CLINICIAN'S OFFICE 10 130 CLINICIAN'S OFFICE 09 129 CLINICIAN'S OFFICE 08 128 CLINICIAN'S OFFICE 11 131 TESTING RESTROOM 02 112 TESTING ROOM 113 VESTIBULE 107 WOMEN'S RESTROOM 110 HALLWAY 106 HALLWAY 119 HALLWAY 138 HALLWAY 150 CLIA STOR 117 WATER HEATER CLOSET 132A OPEN COLLAB. 138A GROUP ROOM 01 172 AS NOTED PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED CUL V E R C I T Y , CA • IR V INE , CA • LOS AN GE LE S , CA S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. ALISO VIEJO, CA 92656 27141 ALISO CREEK RD. 1ST FLOOR OC-HCA 08/06/24 Cad Sorin A. Brie 635036 Electrical Mechanical Plumbing 333 City Blvd. West, Suite 300 Orange CA 92826 office fax (714) 449-1646 (714) 449-1946 Consulting Engineers "OC-HCA" Suite 100 27141 Aliso Creek Rd., Aliso Viejo CA N HOT & COLD WATER PIPING P-2.4 PLUMBING PLAN SCALE: HOT & COLD WATER - PLUMBING PLAN 1/8" = 1'-0" 1 PLUMBING PLAN NOTES IMPORTANT BID NOTE: IT SHALL BE PLUMBING CONTRACTOR'S RESPONSIBILITY TO COORDINATE EXACT LOCATION OF RELOCATED CORE AREA RESTROOMS. PLUMBING CONTRACTOR SHALL INCLUDE IN HIS BASE BID THE INSTALLATION OF SEWER & VENT AND HOT & COLD WATER RISERS TO MAINTAIN CONTINUITY OF SERVICES FOR UPPER FLOORS. COORDINATE ALL PLUMBING SERVICES INTERRUPTIONS WITH BUILDING MANAGEMENT. INCLUDE AFTER-HOURS WORK AS PART OF BASE BID. F:\Projects\Aliso Viejo\Aliso Creek Rd\27141 Aliso Creek Rd\01\Suite 100 (OC-HCA)\27141 Aliso Creek Rd., 1st Floor (OC-HCA) P-2.2 Plumbing Plan.dwg, 8/28/2024 11:38:54 AM 08/16/24 ISSUE FOR ENGINEERING 08/29/24 ISSUE FOR PLAN CHECK 125
PROJECT: DATE: DRAWN: SCALE: PROJECT NO: REVIEWED: SHEET NO: SHEET TITLE: STAMP AND SIGNATURE: CONSULTANTS: DATE DESCRIPTION DELTA DRAWINGS ISSUE 6083 Bristol Parkway Culver City, CA 90230 515 South Flower St., Suite 1200 Los Angeles, CA 90071 18600 MacArthur Blvd., Suite 100 Irvine, CA 92612 485C US Route 1 South, Suite 105 Iselin, NJ 08830 www.saaia.com T 310.553.3252 T 213.929.1400 T 949.724.8958 San Francisco, CA 94105 T 415.390.6793 T 848.200.1200 New York, NY 10017 T 917.512.6688 575 Market St., Suite 502 711 3rd Ave., 6th Floor OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE, OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES. COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED CUL V E R C I T Y , CA • IR V INE , CA • LOS AN GE LE S , CA S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES. ALISO VIEJO, CA 92656 27141 ALISO CREEK RD. 1ST FLOOR OC-HCA 08/06/24 Cad Sorin A. Brie 635036 Electrical Mechanical Plumbing 333 City Blvd. West, Suite 300 Orange CA 92826 office fax (714) 449-1646 (714) 449-1946 Consulting Engineers "OC-HCA" Suite 100 27141 Aliso Creek Rd., Aliso Viejo CA AS NOTED SPECIFICATIONSP-3 PLUMBING F:\Projects\Aliso Viejo\Aliso Creek Rd\27141 Aliso Creek Rd\01\Suite 100 (OC-HCA)\27141 Aliso Creek Rd., 1st Floor (OC-HCA) P-3 Plumbing Specifications.dwg, 8/28/2024 11:39:00 AM 08/16/24 ISSUE FOR ENGINEERING 08/29/24 ISSUE FOR PLAN CHECK 126
City of Aliso Viejo
AGENDA ITEM
DATE: November 6, 2024
TO: Mayor and City Council
FROM: So Kim, Community Development Director
SUBJECT: CONCEPT PLAN REVIEW FOR A TOWNHOME COMMUNITY AT 95
ARGONAUT
Recommended Actions:
1. Conduct a public hearing to review and provide initial feedback on concept plans for a development proposal involving the demolition of an existing office building to accommodate the construction of a townhome community at 95 Argonaut (“Project”); and
2. Appoint two members of the City Council and establish an Ad-Hoc Committee to negotiate the terms of the Development Agreement for the Project, or direct Staff to contract with a third-party consultant to advise the City Council.
Fiscal Impact:
None.
Background:
On October 24, 2024, MLC Holdings, Inc. (“Applicant”) submitted a general plan amendment, zone change, tentative tract map, site development permit, and a development agreement application to demolish an existing office building to accommodate the construction of a townhome community at 95 Argonaut.
Discussion:
Existing Site: The existing site measures 2.83 acres (123,275 square feet) in size, located at the southeast corner of Glennwood Drive and Argonaut. The site is developed with a two-story, 39,000 square foot office building with exterior parking areas. The site is accessed by a single entry/exit located at the interior south property line. The site is located within a larger business park, consisting of outpatient medical, storage, light industrial, hotel, fitness studios, restaurant, research laboratories, and other offices. The 127