2023-05-09; City Council; 06; Amendment to the lease agreement with Mira Costa Community College District for the Las Palmas property, 2075 Las Palmas Drive (2)

CA Review ___AF___
Meeting Date: May 9, 2023
To: Mayor and City Council
From: Scott Chadwick, City Manager
Staff Contact: Curtis M. Jackson, Real Estate Manager
[email protected], 442-339-2836
Subject: Amendment to the lease agreement with Mira Costa Community College District for the Las Palmas property, 2075 Las Palmas Drive District: 2
Reco
mmended Action
Adopt a resolution authorizing the City Manager to execute Amendment No. 1 to the lease agreement with the Mira Costa Community College District for the Las Palmas property (APN:
213-061-19-00).

Executive Summary
The City of Carlsbad entered into a four-year, 11-month lease agreement with Mira Costa Community College District (Mira Costa) for the city-owned Las Palmas property on Sept. 21, 2021. Mira Costa is now requesting to amend the lease to eliminate the Regional Small Business Development Center programming and adding two new welding and craft brewing technician programs.

This agreement is before the City Council for review and approval because the City Council has not given the City Manager the authority to enter into lease agreements.

Staff recommend the City Council authorize the City Manager to execute Amendment No. 1 to the lease agreement with Mira Costa.

Explanation & Analysis
In 2021, the intent of the agreement was for Mira Costa to operate its Technology Career Institute and Regional Small Business Development Center in the 22,627-square-foot, city owned building at 2075 Las Palmas Drive. Since that time, Mira Costa has expanded its technician level trainings within a variety of different industries, such as advanced manufacturing, biomedical, unmanned systems, engineering, veterinary medicine and homeland security, and the center is now called the Mira Costa College Technology Career Institute. Its current enrollment for all technology programs is approximately 550 students per year, plus 373 clients who use the small business center each month.

May 9, 2023
Item #6 Page 1 of 50

On July 21, 2022, Mira Costa notified the city of its desire to include new welding and craft brewing technician programs to its offerings, while relocating the small business center. The welding and craft beer programs will have space for a total of 92 new students.

The small business center will be relocated to the college’s San Elijo Campus in Encinitas. Many of the center’s workshops and coaching sessions moved online during the COVID-19 pandemic and have continued to be offered online post-pandemic, so it does not need as much space. Carlsbad businesses will continue to have easy access to their services even after the center relocates.

Mira Costa will need to complete tenant improvements to the facility to allow for the two new technology programs, which will include replacing various offices and classrooms with separate welding and craft brewing labs. The city has reviewed and approved the associated building plans (Exhibit 2) and issued a building permit on Feb. 15, 2023 (CBC2022-0367).

The lease amendment (Attachment A to Exhibit 1) is necessary:
• To eliminate the Regional Small Business Development Center programming activity from a) Section 1.6 -Use of Premises and b) Exhibit C - Operational Guidelines. • To replace Exhibit C with Exhibit C-1 which adds the welding and craft brewing technician programming activities in place of the eliminated Regional Small Business Development Center programming activities.
• To correct a clerical error in Section 11.1 - Tenant Improvements, adding the word “not,” which was unintentionally omitted in the original 2021 agreement.

Fiscal An alysis
There is no fiscal impact associated with this staff report as the lease term and lease rental rates are not being amended.

Options

1. Approve Lease Agreement No. 1
Pros
• As many as 92 students will be trained each year and added to the potential workforce in both welding and craft brewing.
• There will be a reduction in the amount of parking needed to serve the Technology Career Institute, reducing the demand for parking on the site and in the surrounding areas.

Cons
• Closing the Regional Small Business Development Center in Carlsbad will require some businesspeople to travel to the college’s San Elijo Campus in Encinitas.

2. Decline to approve Lease Amendment No. 1
Pros:
• None identified
Cons:
• Mira Costa will not be able to teach full-time students in the expanded programming, which may reduce revenue generation
• The demand for parking on-site and in the surrounding areas will not be reduced Staff recommend Option 1.

May 9, 2023
Item #6 Page 2 of 50

Next Steps
Mira Costa and city staff will carry out the terms of the amended agreement.

Environmental E valuation
The City Planner has determined that this project is exempt from the California Environmental Quality Act under Section 15301 - Existing Facilities of the CEQA Guidelines. Additionally, it has been determined that the project is consistent with Conditional Use Permit 14-02, which authorized the use.

Exhibits

1. City Council resolution

2. Mira Costa tenant improvement plans
May 9, 2023
Item #6 Page 3 of 50
RESOLUTION NO. 2023-123

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CARLSBAD,

CALIFORNIA, AUTHORIZING THE CITY MANAGER TO EXECUTE AMENDMENT NO. 1 TO THE LEASE AGREEMENT WITH THE MIRA COSTA COMMUNITY COLLEGE DISTRICT FOR THE LAS PALMAS PROPERTY (APN: 213-061-19-00) WHEREAS, on September 21, 2021, the city entered into a four-year, 11-month lease agreement with Mira Costa Community College District by Resolution No. 2021-211, for lease of the property at 2075 Las Palmas Drive; and
WHEREAS, on July 21, 2022, MiraCosta requested to amend the lease agreement by eliminating its Small Business Development Center and replacing it with Welding and Craft Brewing Technician programs; and
WHEREAS, the welding program will support 60 students per year and the craft brewing program will support 32 students per year; and
WHEREAS, on Feb. 15, 2023, Mira Costa received its building permit for tenant improvements related to the welding and craft beer programs; and
WHEREAS, this Amendment No. 1 to the lease agreement is before the City Council for review and approval because the City Council has not delegated authority to enter into or amend lease agreements to the City Manager.

NOW, THEREFORE, BE IT RESOLVED_ by the City Council of the City of Carlsbad, California, as follows:

1. 2.

That the above recitations are true and correct.

That the City Manager is hereby authorized to execute Amendment No. 1 to the Lease Agreement with Mira Costa Community College District (Attachment A), and to act on behalf of the City of Carlsbad in all future decisions and actions necessary to implement the Lease Agreement with Mira Costa Community College District for use of city-owned property at 2075 Las Palmas Drive, and to do so in full compliance with the terms and conditions expressed in the aforementioned agreement and to the satisfaction of the City Attorney.

Exhibit 1
May 9, 2023 Item #6 Page 4 of 50
PASSED, APPROVED AND ADOPTED at a Regular Meeting of the City Council of the City of Carlsbad on the 9th day of May, 2023, by the following vote, to wit:

AYES:

NAYS:

ABSTAIN:

ABSENT:

Blackburn, Bhat-Patel, Acosta, Burkholder, Luna.

None.

KEITH BLACKBURN, Mayor
�
}l_ SHERRY FREISINGER, City Clerk
{
u
- (SEAL)
May 9, 2023 Item #6 Page 5 of 50

FIRST AMENDMENT
TO

LEASE AGREEMENT
Attachment A
t\r--'
This First Amendment to Lease Agreement ("First Amendment") is effective as of L....:.'---+-~1-------' 2023 (the "Effective Date"), by and between the CITY OF CARLSBAD, a California municipal corpora ion ("Landlord") and MIRA COSTA COMMUNITY COLLEGE DISTRICT ("Tenant") and shall be effective and binding upon the parties hereto as of the date of execution hereof by both part ies.

RECITALS
WHEREAS, on September 22, 2021, Landlord and City entered into that certain Lease Agreement ("Agreement") for the property located at 2075 Las Palmas Drive in the City of Carlsbad, including APNs 213-061-19-00, 213-061-27-00, and a portion of APN 213-061-28-00 ("Premises") consisting of 22,627 square feet of indoor space and an adjacent parking lots, by Resolution No. 2021-211; and WHEREAS, Landlord and Tenant are desirous of amending language in the Agreement ; and WHEREAS, Tenant has requested to amend the services and programs offered to the residents in Carlsbad and surrounding communities by eliminating the 'Small Business Center" and adding "Welding" and "Craft Brewing Technician" programming; and
WHEREAS, as part of Tenant's new programming, certain Tenant Improvements must be made to the interior and exterior of the building;
WHEREAS, Tenant shall execute a waiver on behalf of the city related to the condition of the Premises prior to the execution of this First Amendment.

NOW, THEREFORE, in consideration of the covenants and conditions contained herein, the parties hereto agree as follows:

1. ARTICLE 1: BASIC LEASE PROVISIONS, Subsection 1.6 Use of Premises is deleted in its entirety and replaced with the following language:

1.6 Use of Premises. The Premises shall be used only for the purpose of operating a Technology Career Institute ("Permitted Use").

2. ARTICLE 9: USE OF PREMISES, Subsection 9.1 Permitted Use and Continuous Operation is deleted in its entirety and replaced with the following language:

9.1 Permitted Use and Continuous Operation. Tenant shall actively and continuously use, operate and occupy the Premises solely for the Permitted Use, and shall be open to the public during Tenant's Business Hours. No other use shall be permitted without the prior express written consent of Landlord.

Tenant shall identify itself to the public in connection with such business under Tenant's Trade Name specified in Article 1 above and under no other name without Landlord's prior express written consent.

Notwithstanding anything to the contrary contained in this Lease, with prior written notice to Landlord, the Premises may be closed to the extent reasonably necessary due to Force Majeure .

Tenant and Landlord agree on a written annual Operational Guidelines regarding the general parameters of Tenants use and occupation of the Premises, attached hereto as Exhibit C-1. The 1 May 9, 2023 Item #6 Page 6 of 50
Operationa l Guidelines may be amended annually by the Landlord within thirty {30} days after December 31 of each calendar year.

3. ARTICLE 11: ALTERATIONS AND ADDITIONS, Subsection 11.1 Tenant Improvements is deleted in its ent irety and replaced with the following language:

11.1 Tenant Improvements . Tenant shall make not (i} any alterations, improvements, additions or uti lity installations, including without limit, carpeting, floor or window coverings, locks, air lines, power panels, electrical distribution systems, lighting fixtures, space heaters, air conditioning and plumbing in, on, or about the Premises or (ii) any change or alteration to the exterior of the Premises (collectively "Tenant Improvements ") without Landlord's prior written consent. If Tenant makes any Tenant Improvements or commences Tenant's Work without the prior written approval of Landlord, Landlord shall have the right to require that Tenant remove any or all of such Tenant Improvements or Tenant's Work and repair and any restore damage to the Premises caused by such remova l at Tenant's sole expense and shall also have the right to declare Tenant in default and to t erminate this Lease.

Tenant's Work and any Tenant Improvements shall at all times comply fully with all applicable federal, state and municipa l laws, ordinances, regulations, codes and other governmental requirements now or hereafter in force and Tenant shall, at Tenant's sole cost and expense, take all actions now or hereafter necessary to ensure such compliance.

Tenant shall provide Landlord with a written request for approval of Tenant's Work or any Tenant Improvements that Tenant wou ld like to make with proposed detailed plans. Landlord shall have the right to condition Landlord's prior written consent upon Tenant's: (i) obtaining a building permit and complying with all building and planning laws and regulations for Tenant's Work or the Tenant Improvements from appropriate governmenta l agencies; (ii) furnishing a copy of such building permit and evidence of such compliance to Landlord prior to the commencement of such work; (iii) complying with all the conditions of such building permit and such building and planning laws and regulations; (iv) providing Landlord with plans and specifications for Tenant's Work or the Tenant Improv ements for Landlord' s prior written approval or the consent of any other tenant , if required by such other tenant's lease; (v) providing Landlord with a copy of the construction contract, construction schedule, trade payment breakdown and list of subcontractors and suppliers for Landlord's prior writte n approval; (vi) obtaining a builder's "all risk" insurance policy in an amount and issued by insurance company acceptabl e to Landlord, naming Landlord as an additional insured and otherwise satisfying the requirements of Article 9 above; and/or (vii) providing Landlord with ten (10) days written noti ce prior to commencing any such work. Landlord's approval of the plans, specification s and working drawings for Tenant' s Work or any Tenant Improvements shall create no responsibility or liability on the part of Landlord for their completeness, design sufficiency, or compliance with all laws, rules and regulations of governmenta l agencies or authorities. Landlord shall not be liable for any damage, loss, or prejudice suffered or claimed by Tenant, its agents or any other person or entity on account of: (a) the approval or disapproval of any plans, contracts, bonds, contractors, sureties or matters; (b) the construction or performance of any work whet her or not pursuant to approved plans; (c) the improvement of any portion of the Premises or alteration or modification to any portion of the Premises; or (d) the enforcement or failure to enforce any of the covenants, conditions and restrictions contained in this Lease. Under no circumstances shall Tenant make any roof penetrations without the prior written consent of Landlord. Any consent of Landlord shall be conditioned upon Landlord's review and approval of plans satisfactory to Landlord for the repair of the roof . Any roof penetration s may be inspected by Landlord' s roofing contractor, and Tenant shall reimburse Landlord for the cost of such inspection and any necessary repair work within ten (10} days after Tenant' s receipt of an invoice therefor .

5. Unless otherwise defined, or the context otherwise indicates, the terms as used herein have the meaning defined in the Agreement. The provisions of this First Amendment shall control over any 2 May 9, 2023 Item #6 Page 7 of SO
inconsistent provisions of the Lease

6. All provisions in the Agreement that are not addressed and amended in this First Amendment shall remain in full force and effect and are hereby ratified and reaffirmed.

7. The individuals executing this First Amendment each represent and warrant that they have the legal power, right, and actual authority to bind Tenant to the terms and conditions of this First Amendment. [Signatures on Page 4]
3 May 9, 2023 Item #6 Page 8 of SO
IN WITNESS WHEREOF, the parties hereto for themselves, their heirs, executors, administrators, successors, and assigns do hereby agree to the full performance of the covenants herein contained and have caused this First Amendment to be executed by setting hereunto their signatures on the day and year respectively written herein below.
"LANDLORD"
APPROVED AS TO FORM:
"TENANT"

MIRA COSTA COMMUNITY COLLEGE DISTRICT
�7-By:____________ By: ___________ _
Name: \ \ «'\. �\ooe\. Name: -----------
Title: ti-s,..�. <':>...1?Q-�\�� }� iU�·,oJ.ritle: __________ _ P<o..��i. �� "'e.. � �,/1.C:.OS.

Date: OL/j�O /p),o.;l 3 Date:

NOTARY ACKNOWLEDGEMENT OF TENANT'S SIGNATURE(S) MUST BE ATTACHED 4 May 9, 2023 Item #6 Page 9 of SO
May 9, 2023
Item #6 Page 10 of 50
EXHIBITC-1

OPERATIONAL GUIDELINES
The below enumerated Operational Guidelines shall commence on the Term Commencement Date. Landlord acknowledges that some enumerated performance measures are subject to grant funding and/or fundraising . Tenant acknowledges that they shall use good faith efforts to secure grant funding and/or fund raising for performance measures requiring such funding .

Tenant shall create a center that will serve as a Technology Career Institute (TCI) where attendees can become skilled professionals in advanced manufacturing and be trained on machinery and/or new technology that will create jobs and benefit Carlsbad businesses and the region.

Tenant shall be allowed to hold events and functions that will promote the center's purpose and function such as Job Fairs, Industry Open Houses STEM summer outreach programs from High School and Middle School students , and program fund raisers.

Furthermore, the Center aims to increase the sphere of available advanced education to include other trades or skills to help in an evolving workforce including additional Work Skills Certificate Programs at TCI in Welding and Craft Brewing Technician courses.

CURRENT WORK SKILLS PROGRAMS & COURSES AT TCI
Certificate Programs Offered at TCI
Engineer Technician - 600 hrs
Machinist Technology - 487 hrs
Unmanned Systems - 335 hrs
Biomedical Equipment Technician- 440 hrs
Electronic Assembly with IPC Cert. - 80 hrs
Phlebotomy Technician - 160 hrs
Veterinary Assistant - 160 hrs
Courses/Classes Offered at TCI
Child Visitation Monitor
CNC Operation
CNC Programming
Human Resources Academy
Leadership Academy (Contract Training)
Basic Electronics
Blueprint Reading with GD&T
LEAN Six Sigma
OSHA 10 & 30
Internet of Things
3D CAD for Manufacturing
Cohorts Per Typical
year Enrollments
3 16
2 15
2 16
2 16
3 10
2 15
2 20
108
Cohorts Per Typical
year Enrollments
2 12
3 10
3 12
2 18
2 18
1 12
2 14
3 12
2 15
1 10
3 11
144
New Classes Offered at TCI Cohorts Per year Typical
Enrollments
Welding 6 10
Craft Brewing Technician 2 16
5 May 9, 2023
Item #6 Page 11 of 50
6 May 9, 2023
Item #6 Page 12 of 50

CALIFORNIA CERTIFICATE OF ACKNOWLEDGMENT
A notary public or other officer completing this certifi cate verifies only the ident ity of the individual who signed the document to which this certifi cate is attached, and not the truthfulness, accuracy, or validity of that document.

State of California
County of ~a.~ ~\-t~o
before me,
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknow ledged to me th at he/ she/they executed th e same in his/ her/their authorized capacity(ies), and that by his/her/the ir signature(s) on the inst rum ent the person(s), or the entity upon behalf of which the person(s) acted, executed the instrum ent.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. .
'
MELANIE S. HAYNIE
WITNESS my hand and official seal. COMM. #2395495 z
Notary Public • California ;a
0 San Diego County ...

M Comm. Ex ires Mar. 2, 2026
Signature .,. ~ :...-- -----
(Seal)
Optional Information
Although the information in th is section is not required by law, it could prevent fraudu lent removal and reattachment of this acknowledgment to an unauthorized document and may prove useful to persons relying on the attached document.

Description of Attached Document
The preceding Certificate of Acknow ledgment is attached to a docu ment . titled/fo r the purpose of \s?ir: G..N"\§l~~ ½ \..~~
cs
containing S- pages, and dated __ '-f_ /~~~ /~J..=--~J--- --- The signer(s) capacity or author ity is/are as:
[% lndividual(s)
D Attorney-in -Fact
D Corporate Officer(s) _ ____ ______________ _
Title(s)
I! • tn • , llii"l ,
Method of Signer Ident ification
Proved to me on the basis of satisfactory evidence:
p6 form(s) of identifica tion O credible witness(es)
Notarial event is detailed in nota ry journal on:

Page # \ Entry # ~
Notary contact: ____ _____ _ _
Other
D Addit ional Signer(s) D Signer(s) Thumbp ri nt(s)
□
• g
~
------- ------ --
D Guardian/Conservator
D Partner - Limited/General
D Trustee(s)
D Other: ______ ______ _____ ____ _ _ _
representing: ______ _____ _____ _____ _ _
Name(s) of Person(s) or Entity(ies) Signer is Represent ing © Copyright 2007-2018 Notary Rotary, PO Box 41400, Des Moines, IA 50311-0507. All Rights Reserved. Item Number 101772. Please contact your Authorized Reseller to purchase copies of this form.

SCOPE OF WORK
• INTERIOR TENANT IMPROVEMENTS AS SHOWN ON
THE ACCOMPANING PLANS.
• SELECTIVE DEMOLITION.
• NEW NON-BEARING INTERIOR PARTITIONS.
• RELOCATION OF EXISTING DOORS, FRAMES AND
HARDWARE.
• NEW DOORS, FRAMES AND HARDWARE WHERE
SHOWN.
• NEW INTERIOR FINISHES AS OUTLINED ON THE
ROOM FINISH SCHEDULE.
• MINOR MECHANICAL MODIFICATIONS (DUCTWORK,
SUPPLY AND RETURN REGISTERS, ETC.)
• MINOR PLUMBING MODIFICATIONS AND NEW WORK.
• MINOR ELECTRICAL & LOW VOLTAGE
MODIFICATIONS AND NEW WORK.
• MINOR EXTERIOR SITEWORK.

PROJECT DIRECTORY

MIRACOSTA COLLEGE

ONE BARNARD DRIVE
OCEANSIDE, CA 92056
PHONE: (760) 795-6691
FAX: (760) 757-8185
OWNER:

J&R ENGINEERING &
CONSULTING, INC.
16769 BERNARDO CENTER
DRIVE, SUITE 1 #768
SAN DIEGO, CA 92128
PHONE: (619) 823-2909
MECHANICAL/PLUMBING:

ELECTRICAL:

MJK ARCHITECTURE
P.O. BOX 1120
VISTA, CA 92085-1120
PHONE: (760) 941-4647
ARCHITECTURAL:

JOHNSON CONSULTING
ENGINEERS, INC.
12875 BROOKPRINTER PLACE
SUITE 300
POWAY, CA 92064
PHONE: (858) 679-4030

ADMINISTRATION
DR. SUNITA V. COOKE

SUPERINTENDENT / PRESIDENT

TIM FLOOD

VICE PRESIDENT

ADMINISTRATIVE SERVICES

CHARLES NG

VICE PRESIDENT

HUMAN RESOURCES

ALKETA WOJCIK

VICE PRESIDENT

STUDENT SERVICES

DENEE PESCARMONA

VICE PRESIDENT

INSTRUCTIONAL SERVICES

SHANNON STUBBLEFIELD

VICE PRESIDENT

INSTITUTIONAL ADVANCEMENT

BOARD OF TRUSTEES
DAVID BROAD, Ph.D.

RICK CASSAR
WILLIAM C. FISCHER, Ph.D.

GEORGE McNEIL

FRANK MERCHAT

ANNA PEDROZA

JACQUILINE SIMON

ALMA CUEVAS,

STUDENT TRUSTEE
E2.3 LIGHTING DETAILS
E1.0
Sub total: 4

ELECTRICAL LEGEND AND GENERAL NOTES
E2.0 TITLE 24
E2.01 TITLE 24
E2.2 FIXTURE SCHEDULE
Grand total: 38
E3.2 POWER DETAILS
Sub total: 14
E3.1
E4.0 COMMUNICATION LEGEND AND NOTES
E4.1

NEW WORK FLOOR PLAN - POWER

NEW WORK FLOOR PLAN - COMMUNICATIONS
P001 PLUMBING LEGEND AND GENERAL NOTES
P200 PLUMBING FLOR PLAN - NEW WORK
P301 PLUMBING ENLARGED PLANS & DIAGRAMS
P302 PLUMBING DETAILS
Sub total: 3
M001 MECHANICAL LEGEND AND GENERAL NOTES
M100 MECHANICAL FLOOR PLAN - DEMOLITION
M200 MECHANICAL FLOOR PLAN - NEW WORK
E1.1 FLOOR PLAN - DEMO
E2.1 ELECTRICAL FLOOR PLAN - LIGHTING
E4.2 COMMUNICATION DETAILS
E5.1 NEW WORK FLOOR PLAN - FIRE ALARM
E9.1 ONE LINE DIAGRAM & PANEL SCHEDULES

VICINITY MAP
MiraCosta College
Career Technical Institute
2075 LAS PALMAS DRIVE

CARLSBAD, CA
1 32 4
A
1 2 3 4
5 5
P.O. BOX 1120

VISTA, CA
92085-1120
(760) 941-4647
www.mjkarchitecture.com
CONSULTANT:

MJK

ARCHITECTURE
MICHAEL J. KANTARCHITECT

A PROFESSIONAL CORPORATION
PROJECT NAME:

PROJECT ADDRESS:
6 6
B
C
D
E

AGENCY APPROVAL
SHEET NO:

SHEET TITLE:

PROJECT NO:

CAD DWG FILE:

DRAWN BY:

CHK'D BY:

DESCRIPTIONDATEMARK
DATE:

MJK ARCHITECTURE2022
REV NO:

REVISIONS:
. . .
. . .
. . .
. . .
. . .
. . .

TECHNICAL
CAREER

INSTITUTE -
TENANT

IMPROVEMENTS
2075 LAS PALMAS
DRIVE

CARLSBAD, CA,
92011
A0.01

TITLE SHEET
2021-07.02
MJK
MJK
AUGUST 30, 2022 PLAN CHK.

SHEET LIST
Shee
t
Number Sheet Name
A0.01 TITLE SHEET
A0.02 GENERAL NOTES
A1.01 OVERALL SITE PLAN
A2.00 DEMOLITION FLOOR PLAN
A2.01 NEW WORK FLOOR PLAN
A2.02 ENLARGED PLANS
A2.03 ENLARGED RESTRM PLAN(S) / ELEV.

A2.04 ENLARGED RESTRM. PLAN(S) / ELEV. / DETAILS
A2.05 FLOOR PLAN DETAILS
A5.01 INTERIOR ELEVATIONS
A5.02 INTERIOR ELEVATIONS
A7.00 DEMOLITION REFLECTED CEILING PLAN
A7.01 NEW WORK REFLECTED CEILING PLAN
A7.02 CEILING DETAILS
A8.01 DOOR/WINDOWS SCHEDULES & DETAILS
A8.02 DOOR & ROOM SIGNAGE
A9.01 ROOM FINISH SCHEDULE
Grand total: 17

TECHNICAL CAREER INSTITUTE

INTERIOR TENANT IMPROVEMENT

LEASED FACILITY FROM THE CITY OF CARLSBAD
Exhibit 2
May 9, 2023
Item #6 Page 13 of 50
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ABBREVIATIONS
CL
ST.

FAS.

Steel
Fasten(er)
INFO. Information
INV.

INT.

INSUL.

Invert
Interior
Insulation
HORIZ.

I.D.

INC.

IN.

I.F.

I.E.

H.V.A.C.

HDW.

HDWD.

HNDRL.

HDWR.

H.M.

HDR.

HD.

H.C.

H.B.

Horizontal
Inside Face
Invert Elevation
Inside Diameter
Air Conditioning
Heating, Ventilating &
Include
Inch
Hollow Metal
Hollow Core
Hardware
Hardwood
H
andrail
Hardware
Header
Head
Hose Bibb
WT. Weight
Welded Wire Mesh
Welded Wire Fabric
W.W.M.

W.W.F.

Vinyl Composition Tile
Wainscot
Waterproof
Water Heater
Wall Cleanout
W
ater Closet
Vent Through Roof
Verify in Field
Vestibule
Vapor Barrier
W. West
WSCT.

W.C.O.

WDW.

W.P.

W/O
W.H.

WD.

W.C.

W/
Window
Without
Wood
With
VERT.

V.T.R.

V.I.F.

VEST.

VCT.

V.B.

VAR.

Vertical
Varies
F.O.M. Face of Masonry
G.B.

GPDW
GYP.

G.V.

GRD.

GND.

G.I.

GL.

G.C.

FUT.

GALV.

GA.

FTG.

FT.

FPRF.

F.O.S.

Grab Bar
Gypsum Drywall
Galvanized Iron
General Contractor
Gypsum
Gate Valve
Grade
Ground
Glass
Fireproofing
Face of Stud
Future
Galvanized
Gauge
Footing
Foot
F.G.

F.F.

F.L.

F.O.F.

F.O.C.

FLUOR.

FLR.

FIN.

F.H.C.

F.H.

FDN.

F.E.C.

F.E.

F.D.

F.C.O.

F.B.

F.A.

Finish Grade
Finish Floor
Face of Finish
Face of Concrete'
Fluorescent
Fire Hose Cabinet
Fire Hydrant
Flow LIne
Floor
Finish
Fire Extinguisher
Fire Extinguisher
Floor Cleanout
Foundation
Cabinet
Floor Drain
Face Brick
Fire Alarm
Pavement
Top of Roof Sheathing
Unless Otherwise
Otherwise
Unless Noted
Unfinished
Underground
Top of Wall
Television
Backboard
Telephone Terminal
Top of Structure
Dispenser
Toilet Paper
TYP. Typical
UTIL.

UR.

U.O.N.

U.N.O.

UNF.

U.G.

Utility
Urinal
Noted
T.T.B.

T.W.

T.V.

T.S.

T.P.D.

Top of Parapet/
Tongue and Groove
Top of Footing
Terrazzo
Tempered
Telephone
Top of Concrete/
Top & Bottom
Towel Bar
Symmetrical
Suspended
Structural
Structure
T.O.C.

TER.

T.P.

THK.

T&G
T.F.

TEM.

TEL.

Thick
Curb
STRUC.

SYM.

T&B
T.B.

SUSP.

STR.

STO.

Tread
Storage
O/ABLKG. OverallBlocking
DBL. Double
EA. Each
EQUIP.

EXPO.

EXIST.

EXT.

EXP.

EH.

E.W.C.

E.W.

ELEV.

EQ.

E.P.

ENCL.

EMER.

ELEC.

E.J.

E.F.

Equipment
Electric Water Cooler
Exposed
Existing
Exterior
Expansion
Exhaust
Each Way
Electrical Panelboard
Expansion Joint
Exhaust fan
Elevator
Equal
Enclosure
Emergency
Electrical
Each Face
D.O.

DWR.

EXIST.

DWG.

D.S.

DR.

DIA.

DN.

DMT.

DISP.

DIM.

D.F
DET.

DEPT.

Door Opening
Drawer
East
Existing
Drawing
Downspout
Drain
Demountable
Drinking Fountain
Department
Diameter
Down
Dispenser
Dimension
Detail
SECT. Section
Standard
Service Sink
Speaker
Specification
Shut-off Valve
Dispenser
Sanitary Napkin
Sewer Manhole
Sprinkler Head
Square Foot
S.S.

STL.

STD.

STA.

SQ.

SPKR.

SPEC.

S.O.V.

Steel
Station
Square
SHR.

S.N.D.

SMH.

SIM.

SHT.

S.H.

SH
S.F.

Shower
Similar
Sheet
Shelf
Storm Drain
Soap Dispenser
Schedule
Solid Core
Redwood
Rough Opening
Resilient
Revision
Required
Reinforced
Refrigerator
Reference
Roof Drain
RESIL.

SCHED.

RDWD.

SD
S.D.

S.C.

R.O.

RM.

South
Room
REQ'D.

REINF.

REF.

REV.

REFR.

R.D.

RAD.

Radius
Riser
Cast Iron Pipe
CKT.BKR.

C.O.T.G.

CTSK.

C.W.

CPT.

CTR.

CONN.

CONC.

COL.

C.M.U.

CLR.

C.O.

CNTR.

CLG.

C/L
Cleanout to Grade
Countersink
Cold Water
Drain
Carpet
Center
Connection
Concrete
Column
Concrete Masonry
Circuit Breaker
Clear
Cleanout
Counter
Unit
Ceiling
Centerline
CAB.

C.F.

C.I.P
C.I.

C.G.

C.F.M.

CER.

CEM.

C.D.

C.B.

BOT.

B.T.U.

BRK.

BRG.

BM.

B.M.

Cabinet
Cast-in-Place or
Corner Guard
Cubic Feet per Minute
Ceiling Diffuser
Catch Basin
Cubic Feet
Cast Iron
Ceramic
Cement
British Thermal Unit
Bench Mark
Bottom
Conduit
Brick
Bearing
Beam
PLAS. Plaster
Quarry Tile
Pavement
Partition
Waste Receptacle
Towel Dispenser/
Combination Paper
Dispenser
Paper Towel
Pounds per Square
Power Pole
Point of Connection
Plumbing
Plywood
Plywood
PT. Point
P.T.D./R.

Q.T.

PVMT.

PTN.

P.T.D.

PRCST.

PLYWD.

P.P.

P.S.I.

P.O.C.

PLBG.

PWD.

Inch
Precast
Plastic Laminate
Property Line
Partial Height Partition
Concrete
Portland Cement
Precast Concrete
Overhead
Opposet
O
pening
Opposite Hand
Outside Dimension
Outside Diameter or
On Center
Obscure
P.LAM.

P.H.P.

P.L.

PLT.

P.C.C.

P.C.

PAV.

Plate
Paving
OVHD.

OPNG.

OFF.

OPP.

O.H.

O.D.

O.C.

OBS.

Office
A.D Area Drain
A.S.

BD.

BLK.

BLDG.

BITUM.

B.F.G.

AUTO.

ASPH.

A.P
A.S.C
ARCH.

APPROX.

AL
A.F.F
AGGR.

ADJ.

Automated Sprinkler
Below Finish Grade
Board
Block
Building
Bituminous
Automatic
Asphalt
Above Suspended
Architectural
Approximate
Access Panel
Above Finish Floor
Ceiling
Aluminum
Aggregate
Adjustable
ABV.

ACOUS.

A/C
A.C
A.B.

A.
@
&
Centerline
Air Conditioning
Anchor Bolt
Above
Acoustical
Asphalt
Amp
Diameter
Angle
And
At
MECH. Mechanical
Outside Air
Not to Scale
Nominal
Not In Contract
Mounted
Masonry Opening
Miscellaneous
Minimum
Manhole
Manufacturer
MUL. Mullion
NOM.

O.A.

N.T.S.

NO.

N.I.C.

Number
North
MIR.

MTL.

MTD.

M.O.

MISC.

MIN.

M.H.

MFR.

Mirror
Metal
Medicine Cabinet
Maximum
Masonry
Kilovolt Amperes
Kick Plate
MAT'L.

M.C.

MAX.

MAS.

KW
KVA
K.P.

KIT.

Material
Kilowatt
Kitchen
JT.

JST.

JAN.

Joint
Joist
Janitor
C.C.R. California Code of Regulations
DSA Division of the State Architect
MISC. FINISH NOTES

1. ALL CEILING HEIGHT DIMENSIONS SHALL BE MEASURED TO
FINISH SURFACES, UNLESS NOTED OTHERWISE.

2. EXTEND BASE MATERIALS BEHIND ALL MOVEABLE

EQUIPMENT AND INTO ALL ALCOVES, KNEE SPACES AND
SIMILAR AREAS, UNLESS NOTED OTHERWISE.

3. WHEN COUNTERTOP SPLASH IS REQUIRED, EXTEND

SPLASH ON SIDES WHERE COUNTER AJOINS ADJACENT
WALL SURFACE, UNLESS NOTED OTHERWISE.

4. ALL INTERIOR FINISHES SHALL COMPLY WITH CHAPTER 8,
TITLE 24, PART 2, CCR.

5. PROVIDE BACKING PLATES OR BLOCKING BEHIND ALL WALL

MOUNTED EQUIPMENT, CASEWORK AND ACCESSORIES AS
REQUIRED FOR POSITIVE ATTACHMENT TO STRUCTURE.

6. SEAL ALL PENETRATIONS OF SOUND RATED PARTITIONS,

FLOORS OR CEILING ASSEMBLIES, INCLUDING ELECTRICAL

DEVICES, CABINETS AND OTHER ELEMENTS WITH
APPROVED RESILIENT SEALANT. ELECTRICAL DEVICES,
RECESSED ITEMS, ETC. SHALL BE SEALED OR LINED TO
MAINTAIN INTEGRITY OF THE ACOUSTIC ASSEMBLY.

INSTALLATION OF THE DEFERRED APPROVAL ITEMS SHALL NOT

BE STARTED UNTIL DETAIL PLANS, SPECIFICATIONS AND

ENGINEERING CALCULATIONS HAVE BEEN ACCEPTED AND

SIGNED BY THE ARCHITECT OR THE PROFESSIONAL ENGINEER

IN GENERAL CHARGE OF THE DESIGN AND THE SIGNATURE OF

THE ARCHITECT OR PROFESSIONAL ENGINEER WHO HAS BEEN

DELEGATED RESPONSIBILITY COVERING THE WORK SHOWN ON

A PARTICULAR PLAN OR SPECIFICATION AND APPROVED BY THE

DIVISION OF THE STATE ARCHITECT AND/OR STATE FIRE
MARSHAL.

OBTAINING ALL DEFERRED APPROVALS THROUGH THE DIVISION

OF THE STATE ARCHITECT AND/OR FIRE MARSHAL SHALL BE

THE RESPONSIBILITY OF THE CONTRACTOR THROUGH THE
ARCHITECT'S OFFICE.

DEFERRED APPROVAL ITEMS FOR THIS PROJECT:

NONE

DEFERRED APPROVAL ITEMS

1. UNLESS SPECIFICALLY DETAILED ON STRUCTURAL

DRAWINGS, DO NOT CUT OR OTHERWISE MODIFY

STRUCTURAL ELEMENTS WITHOUT DIRECTION FROM
ARCHITECT. ENGINEER AND APPROVED BY DSA. PROVIDE

REINFORCEMENT, SUPPORT, TEMPORARY SHORING

SATISFACTORY TO THE ARCHITECT AND STRUCTURAL

ENGINEER PRIOR TO CUTTING INTO STRUCTURAL
PORTIONS OF ANY BUILDING ELEMENT. PROVIDE ALL

CUTTING OF STRUCTURAL ELEMENTS, AND ALL

ASSOCIATED REPAIR OR REFINISHING OF ADJACENT
SURFACES AT NO ADDITIONAL EXPENSE TO THE OWNER.

2. WHEN INSTALLING DRILLED-IN ANCHORS AND/OR POWER

DRIVEN PINS IN EXISTING NON-PRE-STRESSED
REINFORCED CONCRETE. USE CARE AND CAUTION TO

AVOID CUTTING OR DAMAGING EXISTING REINFORCING
BARS. MAINTAIN A MINIMUM CLEARANCE OF ONE INCH

BETWEEN THE REINFORCEMENT AND THE DRILLED-IN
ANCHOR AND/OR PIN.

3. PROVIDE TEMPORARY SHORING FOR EXCAVATIONS THAT

REMOVE THE LATERAL SUPPORT FROM AN EXISTING
BUILDING OR A PUBLIC WAY. PRIOR TO ISSUANCE OF
PERMIT. OBTAIN APPROVAL FROM THE ENFORCING
AGENCY FOR EXCAVATIONS ADJACENT TO A PUBLIC WAY.

4. OBTAIN NECESSARY PERMITS, INCLUDING CALIFORNIA

DIVISION OF INDUSTRIAL SAFETY, PRIOR TO ISSUANCE OF
A BUILDING OR GRADING PERMIT FOR ALL TRENCHING.

STRUCTURAL NOTES
Room name
101
A101
1 SIM
0 101
1t
1i

DIMENSION TO FACE

OF STUD

DIMENSION TO

CENTERLINE OF

WALL OR OBJECT

KEYNOTE TAG

EQUIPMENT TAG

WINDOW TAG

DOOR TAGROOM

IDENTIFICATION
TAG

DETAIL TAG

BUILDING SECTION

WALL SECTION
TAG

STRUCTURAL

GRID TAG

EXTERIOR

ELEVATION TAG
A101
1 Elevation Ref. Number
Sheet Where Elevation
Is Drawn
Sheet Where Section
Is Drawn
Sheet Where Section
Is Drawn
Sheet Where Detail
Is Drawn
201

TYPICAL SYMBOLS

SHEET NUMBER
A3.01

SHEET NUMBER

CATAGORY NUMBER

DISCIPLINE LETTER
NorthPLAN
NORTH

27.69°

NORTH ARROW
0' 4' 8' 16' 32'

GRAPHIC SCALE

MATCH LINE

MATCH LINE
SEE AX.XX

SHEET NUMBER ON WHICH

CONTINUATION IS FOUND
A101
1 SIM

APPLICABLE CODES
2013 BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24, CALIFORNIA CODE OF REGULATIONS (C.C.R.)
2013 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24, C.C.R., (2012 INTERNATIONAL BUILDING CODE, AND 2013 CALIFORNIA AMENDMENTS) 2013 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24, C.C.R., (2011 NATIONAL ELECTRICAL CODE AND 2013 CALIFORNIA AMENDMENTS) 2013 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24, C.C.R., (2012 UNIFORM MECHANICAL CODE, AND 2013 CALIFORNIA AMENDMENTS) 2013 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24, C.C.R., (2012 UNIFORM PLUMBING CODE, AND 2013 CALIFORNIA AMENDMENTS) 2013 CALIFORNIA ENERGY CODE, PART 6, TITLE 24, C.C.R.
2007 ASME A17.1 SAFETY CODE FOR ELEVATORS AND ESCALATORS 2013 CALIFORNIA FIRE CODE, PART 9, TITLE 24, C.C.R.,
(2012 INTERNATIONAL FIRE CODE, AND 2013 CALIFORNIA AMENDMENTS) 2013 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24, C.C.R.

TITLE 19, C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS

PARTIAL LIST OF APPLICABLE STANDARDS
NFPA 13 AUTOMATIC SPRINKLER SYSTEMS 2013 EDITION
NFPA 14 STANDPIPE SYSTEMS 2013 EDITION
NFPA 17 DRY CHEMICAL EXTINGUISHING SYSTEMS 2013 EDITION NFPA 17a WET CHEMICAL SYSTEMS 2013 EDITION
NFPA 20 STATIONARY PUMPS 2013 EDITION
NFPA 22 WATER TANKS FOR PRIVATE FIRE PROTECTION 2013 EDITION NFPA 24 PRIVATE FIRE MAINS 2013 EDITION
NFPA 72 NATIONAL FIRE ALARM CODE 2013 EDITION
NFPA 80 FIRE DOOR & OTHER OPENING PROTECTIVES 2013 EDITION NFPA 92 STANDARD FOR SMOKE CONTROL SYSTEMS 2012 EDITION NFPA 253 CRITICAL RADIANT FLUX OF FLOORING COVERING 2006 EDITION

SYSTEMS
NFPA 2001 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS 2012

EDITION
ICC 300 ICC STANDARDS ON BLEACHERS, FOLDING AND 2012 EDITION

TELESCOPING SEATING AND GRAND STANDS
UL 300 FIRE TESTING OF FIRE EXTINGUISHING SYSTEMS FOR 2005

EDITION

PROTECTION OF RESTAURANT COOKING AREAS
UL 464 AUDIBLE SIGNAL APPLIANCES 2003 EDITION
UL 521 HEAT DETECTORS FOR FIRE PROTECTIVE SIGNALING 1999

EDITION

SYSTEMS
REFERENCE CODE SECTION FOR NFPA STANDARDS - 2010 CBC (SFM) CHAPTER 35. SEE CHAPTER 35 FOR STATE OF CALIFORNIA AMENDMENTS TO NFPA STANDARDS.

EQUIPMENT ANCHORAGE NOTES
All mechanical and electrical equipment shall be anchored and installed per the details on the DSA approved construction documents. Where no detail is indicated, the following components shall be anchored or braced to meet the force and displacement requirements prescribed in the 2013 CBC, Sections 1616A.1.18 through 1616A.1.26 and ASCE 7-10 Chapter 6 and 30.

1. All permanent equipment and components.

2. Temporary or moveable equipment that is permanently attached (e.g. hard wired) to the building utility services such as electricity, gas or water.

3. Moveable equipment which is stationed in one place for more than 8 hours and heavier than 400 pounds are required to be anchored with temporary attachments.

The attachment of the following mechanical and electrical components shall be positively attached to the structure, but need not be detailed on the plans. These components shall have flexible connections provided between the component and associated ductwork, piping and conduit:

A. Components weighing less than 400 pounds and have a center of mass located 4 feet or less above the adjacent floor or roof level that directly support the component.

B. Components weighing less than 20 pounds, or in the case of distribution systems, less than 5 pounds per foot, which are suspended from a roof or floor or hung from a wall.

For those elements that do not require details on the approved drawings, the installation shall be subject to approval of the Structural Engineer of Record and the DSA District Structural Engineer. The project inspector will verify that all components and equipment have been anchored in accordance with the above requirements.

GENERAL NOTES
• THESE DOCUMENTS AND THE IDEAS AND DESIGNS INCORPORATED

HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE

PROPERTY OF MJK ARCHITECTURE, AND ARE NOT TO BE USED, IN

WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF MJK ARCHITECTURE.
• ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CODES LISTED ON THIS TITLE SHEET. IT SHALL BE THE CONTRACTOR'S AND HIS

EMPLOYEE'S RESPONSIBILITY TO BE FAMILIAR WITH ALL CODES AND

ORDINANCES, CITY OR STATE, AS REQUIRED FOR THE CONSTRUCTION OF THIS PROJECT. WHERE ANY CONFLICTS OCCUR BETWEEN FEDERAL,

STATE AND LOCAL LAWS, CODES, ORDINANCES AND REGULATIONS, THE MOST STRINGENT SHALL GOVERN.
• THE WORK SHOWN ON THESE DRAWINGS AS EXISTING CONDITIONS WERE PREPARED FROM INFORMATION FURNISHED BY THE OWNER.

WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, MJK

ARCHITECTUREIS NOT RESPONSIBLE FOR THE ACCURACY OR

ADEQUACY OF ANY WORK SHOWN AS EXISTING NOR IS MJK

ARCHITECTURERESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. • ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE
REQUIREMENTS OF BOTH THE UNIFORM BUILDING CODE AND TITLE 24, CALIFORNIA CODE OF REGULATIONS.
• THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS,

INCLUDING BUT NOT LIMITED TO, SITE, MECHANICAL, PLUMBING, ELECTRICAL, EQUIPMENT & ALL OTHER EXISTING SYSTEMS; AND MAKE

NECESSARY PROVISIONS TO MAINTAIN THE INTEGRITY OF SAID SYSTEM PRIOR TO THE START OF WORK. ALL POSSIBLE CARE SHALL BE

EXERCISED BY THE CONTRACTOR TO INSURE THAT ANY MAIN UTILITY

WILL NOT BE THE CAUSE OF ENDANGERMENT TO THE LIFE OR HEALTH OF ANY PERSON.
• THE CONTRACTOR SHALL PROVIDE ADEQUATE AND SAFE BRACES AND

CONNECTIONS TO SUPPORT THE COMPONENT PARTS OF THE

STRUCTURE UNTIL THE STRUCTURE ITSELF (INCLUDING FLOOR AND ROOF DIAPHRAGMS) IS COMPLETE ENOUGH TO SUPPORT ITSELF. THE

DESIGN ADEQUACY, SAFETY AND ERECTION OF BRACING, SHORING,

SCAFFOLDING AND TEMPORARY SUPPORT AND RESTRAINTS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
• IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK WITH

THE ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF ANY MECHANICAL, PLUMBING, ELECTRICAL OR SYSTEMS CONSTRUCTION.

ANY DISCREPANCIES BETWEEN OR WITHIN THE ARCHITECTURAL AND

CONSULTING ENGINEER'S DRAWINGS SHALL BE BROUGHT TO THE

ARCHITECT'S ATTENTION FOR CLARIFICATION BEFORE COMMENCING WITH THE WORK. ANY CONSTRUCTION INSTALLED IN CONFLICT WITH

THE CONTRACT DOCUMENTS SHALL BE CORRECTED BY THE

CONTRACTOR AT HIS OWN EXPENSE AND AT NO EXPENSE TO THE
OWNER, OWNER'S REPRESENTATIVE OR THE ARCHITECT.
• THE CONTRACTOR SHALL REFER TO THE SPECIFICATIONS FOR A

COMPLETE LIST OF GENERAL CONDITIONS, SPECIAL CONDITIONS, MATERIALS, INSTALLATION METHODOLOGY AND NOTES.
• TYPICAL NOTES AND DETAILS SHALL APPLY UNLESS SHOWN OTHERWISE ON THESE PLANS. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL BE THE SAME AS FOR SIMILAR WORKS. • THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS,

SERVICES, POINTS OF CONNECTION AND IRRIGATION LINES IN THE CONSTRUCTION AREA PRIOR TO COMMENCING WORK. THE
CONTRACTOR SHALL REPAIR, AT HIS EXPENSE, ANY DAMAGED LINES. • ALL DRAWINGS, THOUGH NOTED TO SCALE, ARE FOR ILLUSTRATION

ONLY, THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL NOT SCALE

THE DRAWINGS, ITEMS WRONGLY LOCATED BY 'SCALING' THE DRAWING SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE.
• IT IS THE INTENT OF THESE DRAWINGS TO INDICATE A COMPLETE AND F

INISHED PRODUCT MATCHING AND/OR ABUTTING EXISTING
CONSTRUCTION IN A NEAT AND PROFESSIONAL MANNER.
• THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING WORK AREA IN NEAT AND SAFE CONDITION. ALL TRASH AND DEBRIS SHALL BE
REMOVED FROM SITE AND DISPOSED OF IN A LAWFUL MANNER. AREA OF

WORK SHALL BE THOROUGHLY AND COMPLETELY CLEANED AND READY FOR OCCUPANCY UPON COMPLETION OF WORK.
• GRADING PLANS, DRAINAGE IMPROVEMENTS, ROAD AND ACCESS

REQUIREMENTS AND ENVIRONMENTAL HEALTH CONSIDERATIONS SHALL COMPLY WITH ALL LOCAL ORDINANCES.
• ALL WORK SHALL CONFORM TO TITLE 24, CALIF. CODE OF REGULATIONS. • CHANGES TO THE APPROVED DRAWINGS AND SPECIFICATIONS SHALL BE

MADE BY AN ADDENDA OR A CONSTRUCTION CHANGE DOCUMENT
(C.C.D.) DSA 140/141 APPROVED BY THE DIVISION OF THE STATE ARCHITECT, AS REQUIRED BY SEC. 4-338, PART 1, T-24, C.C.R. • A PROJECT INSPECTOR EMPLOYED BY THE DISTRICT (OWNER) AND

APPROVED BY THE DIVISION OF THE STATE ARCHITECT SHALL PROVIDE CONTINUOUS INSPECTION OF THE WORK. THE DUTIES OF THE
INSPECTOR ARE DEFINED IN SECTION 4-342, PART 1, TITLE 24, C.C.R. THE

PROJECT INSPECTOR SHALL BE DSA CERTIFIED TO INSPECT PROJECT CLASS 2(MINIMUM) CONSTRUCTION.
• THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE

RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF

CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND IS NOT LIMITED TO NORMAL WORKING HOURS.
• STORAGE OF ALL MATERIAL, EQUIPMENT AND SUPPLIES SHALL BE

LIMITED TO SCHEDULED AREAS OF WORK IN PROGRESS, OR TO

DESIGNATED EXTERIOR LOCATIONS APPROVED AND ARRANGED WITH THE OWNER.
• THOROUGHLY CAULK, FLASH AND/ OR SEAL AROUND ALL WALL AND/OR

ROOF PENETRATIONS THAT ARE MADE AS PART OF CONTRACT WORK TO CREATE A WATERTIGHT CONDITION.
• CONSTRUCTION MATERIALS SHALL BE EVENLY DISTRIBUTED IF PLACED ON FRAMED ROOFS. LOAD SHALL NOT EXCEED THE ALLOWABLE
LOADING FOR SUPPORTING MEMBERS AND THEIR CONNECTIONS.
• NO PIPES, DUCTS, SLEEVED, CHASES, ETC. SHALL BE PLACED IN SLABS,

BEAMS, OR WALLS, UNLESS SPECIFICALLY SHOWN OR NOTED, NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC.

UNLESS SPECIFIED OR DETAILED.
• A COPY OF TITLE 24 SHALL BE AVAILABLE ON THE JOB SITE AT ALL TIMES. • THIS PROJECT SHALL CONFORM TO THE 2013 C.B.C.
• ALL DIMENSIONED SEISMIC SEPARATIONS SHALL BE FREE OF
PROJECTIONS.
• THE SCHOOL IS TO REMAIN OCCUPIED DURING THE CONSTRUCTION. THE

CONTRACTOR SHALL COORDINATE AND SCHEDULE WITH THE DISTRICT A SEQUENCE FOR THE WORK. THE CONTRACTOR SHALL NOTIFY THE

SCHOOL PERSONNEL WHEN THE CONSTRUCTION NOISES WILL BE
EXCESSIVE. THE CONTRACTOR SHALL RESCHEDULE WORK IF SO
REQUIRED BY THE SCHOOL PERSONNEL.
• WORK SHALL NOT COMMENCE UNTIL RECEIPT OF WRITTEN NOTICE TO PROCEED.
• WHERE SERVICE INTERRUPTION IMPACTS DAILY SCHOOL OPERATIONS,

AT THE DISCRETION OF THE SCHOOL ADMINISTRATION, THESE
INTERRUPTIONS SHALL BE MADE DURING OFF-HOURS.
• IF THIS PROJECT IS IN ADJOINING AREAS THAT WILL BE OCCUPIED

DURING CONSTRUCTION, THE CONTRACTOR AND SUBCONTRACTORS

SHALL COOPERATE WITH THE SCHOOL PERSONNEL TO MAINTAIN
CONTINUOUS OPERATION. IF CONFLICTS OCCUR, THE INTERESTS OF THE OWNER SHALL GOVERN. THE CONTRACTOR SHALL MAKE EVERY

EFFORT TO MINIMIZE THE IMPACT OF CONSTRUCTION ON STUDENTS, TEACHERS, STAFF AND SERVICES IN AFFECTED AREAS.
• ALL REQUIRED EXITS FROM OCCUPIED PORTIONS OF THE SCHOOL MUST BE MAINTAINED AT ALL TIMES. CONTRACTOR SHALL ESTABLISH

PROCEDURES TO MINIMIZE CIRCULATION OF CONSTRUCTION

PERSONNEL AND MATERIALS THROUGH OCCUPIED PORTIONS OF THE BUILDING. THE CONTRACTOR SHALL IMMEDIATELY CLEAN DUST AND DIRT FROM CORRIDOR AREAS NOT PROTECTED BY DUST SCREENS. • WHERE PAVING, WALKS AND/OR LANDSCAPE AREAS ARE DISTURBED

OR DAMAGED DURING CONSTRUCTION, THEY SHALL BE REPAIRED
AND/OR REPLACED TO MATCH ORIGINAL CONDITIONS.
• COMPLY WITH TITLE 24, PART 9, 2013 CALIFORNIA FIRE CODE, CHAPTER 33, DURING ALL PHASES OF THE PROJECT (SAFETY DURING
CONSTRUCTION).
• THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO CONSTRUCT THE FACILITY FOR ACCESSIBILITY IN ACCORDANCE WITH TITLE 24, CALIFORNIA CODE OF REGULATIONS. SHOULD ANY CONDITIONS

DEVELOP NOT COVERED BY THE CONTRACT DOCUMENTS SUCH THAT THE FINISHED WORK WILL NOT COMPLY WITH SAID TITLE 24,

CALIFORNIA CODE OF REGULATIONS, A CHANGE ORDER (OR FCD)

DETAILING AND SPECIFYING THE REQUIRED WORK SHALL BE

SUBMITTED TO AND APPROVED BY DSA BEFORE PROCEEDING WITH THE WORK.
• ALL STRUCTURES UNDER CONSTRUCTION, ALTERATION OR

DEMOLITION SHALL BE PROVIDED WITH NOT LESS THAN ONE APPROVED PORTABLE FIRE EXTINGUISHER IN ACCORDANCE WITH SECTION 906 OF THE C.B.C. AND SHALL BE SIZED FOR NOT LESS THAN ORDINARY HAZARD.
• CONTRACTOR SHALL PROVIDE WRITTEN REQUESTS FOR ANY
MECHANICAL ELECTRICAL OR PLUMBING SHUT-DOWNS AT LEAST 72- HOURS PRIOR TO EVENT. WORK REQUIRING SHUT-DOWNS MAY BE
REQUIRED TO BE PERFORMED OUTSIDE NORMAL WORK HOURS.

PROVIDE THE FOLLOWING INFORMATION:

A) SYSTEMS AFFECTED

B) AREAS AFFECTED

C) PLANNED TIME AND LENGTH OF INTERRUPTION

FIRE & LIFE SAFETY NOTES

1. AT LEAST ONE FIRE EXTINGUISHER WITH A MINIMUM
RATING OF 2A10BC SHALL BE PROVIDED WITHIN 75'
MAXIMUM TRAVEL DISTANCE FOR EACH 3,000 S.F. OR
PORTION THEREOF ON EACH FLOOR (CFC 906, NFPA10).

SEE LIFE SAFETY PLAN FOR FIRE EXTINGUISHER
LOCATIONS.

2. BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION,

OR DEMOLITION SHALL BE IN ACCORDANCE WITH CFC
CHAPTER 14.

3. ALL ELECTRICAL, MECHANICAL AND PLUMBING

PENETRATIONS THROUGH FIRE RESISTIVE WALL OR

CEILING ASSEMBLIES (WHERE OCCURS), INCLUDING

CONDUITS AND PIPING AND DUCTWORK, SHALL BE

TIGHTLY AND SOLIDLY SEALED WITH AN APPROVED
FIRESTOPPING COMPOUND CP25 NS FIRESTOP SEALANT,
MANUFACTURED BY 3M IN ACCORDANCE WITH
UNDERWRITERS LABORATORIES SYSTEMS 147 OR
APPROVED EQUAL.

4. ALL MATERIALS USED SHALL BE UL AND FM APPROVED
FOR FIRE PROTECTION USE.

5. PROVIDE AUDIBLE BELL, POWER, CONDUITS, WIRING AND

COMPONENTS FOR INTERFACE TO EXISTING FIRE ALARM
PANEL. REFERENCE ELECTRICAL DRAWINGS FOR
ADDITIONAL INFORMATION.

6. REFERENCE REFLECTED CEILING PLAN AND ELECTRICAL
DRAWINGS FOR ADDITIONAL INFORMATION.

7. INTERIOR WALL AND CEILING FINISH REQUIREMENTS PER
OCCUPANCY SHALL BE PER TABLE 803.9 OF THE C.B.C.

8. ALL INSULATION MATERIALS INSTALLED WITHIN

ROOF/CEILING ASSEMBLIES, ATTICS OR WALLS SHALL
HAVE A FLAME SPREAD RATING NOT TO EXCEED 25 AND A
SMOKE DENSITY NOT TO EXCEED 450 WHEN TESTED IN
ACCORDANCE WITH ASTM E 84.

9. MANUFACTURERS INSTALLATION INSTRUCTIONS SHALL

BE MADE AVAILABLE ON THE JOB SITE FOR ALL RATED
OPENING ASSEMBLIES.

10. ANY ROOM HAVING AN OCCUPANT LOAD OF 50 OR MORE

PERSONS WHERE FIXED SEATS ARE NOT INSTALLED, AND

WHICH IS USED FOR ASSEMBLY, CLASSROOM, DINING,

DRINKING, OR SIMILAR PURPOSES, SHALL HAVE THE

MAXIMUM CAPACITY OF THE ROOM POSTED ON AN

APPROVED SIGN IN A CONSPICUOUS PLACE NEAR THE
MAIN EXIT FROM THE ROOM.

11. PROVIDE ILLUMINATED EXIT SIGNS READILY VISIBLE
FROM ANY DIRECTION OF EGRESS TRAVEL. (C.B.C. 1011.1)

LOCATIONS ARE INDICATED ON FLOOR PLANS AND
ELECTRICAL PLANS.

12. DEFENSIBLE SPACE MUST BE MAINTAINED AROUND
BUILDING AND SHALL BE IN ACCORDANCE WITH C.F.C.

SECTION 4907.

13. FIRE ALARM SYSTEMS SHALL BE INSTALLED IN
ACCORDANCE WITH CFC 907 AND AS NOTED ON FIRE
ALARM PLAN.

14. ALL INTERIOR WALL AND CEILING FINISHES SHALL BE
CLASSIFIED IN ACCORDANCE WITH ASTM E 84. SUCH

INTERIOR MATERIALS SHALL BE GROUPED IN THE

FOLLWING CLASSES IN ACCORDANCE WITH THEIR FLAME
SPREAD AND SMOKE DEVELOPED INDEXES.

15. CLASS A: FLAME SPREAD 0-25; SMOKE DEVELOPED
0-450.

16. CLASS B: FLAME SPREAD 26-75; SMOKE DEVELOPED
0-450.

17. CLASS C: FLAME SPREAD 76-200; SMIKE DEVELOPED
0-450.

THE FIRE ALARM DEVICES SHOWN ON THESE DRAWINGS

FOR FIRE AND LIFE SAFELY ARE CONSIDERED MINIMUM
REQUIREMENTS. ADDITIONAL DEVICES OR MATERIALS

NECESSARY TO PROVIDE A COMPLETE AND OPERABLE

SYSTEM MEETING CODE REQUIREMENTS, SHALL BE
PROVIDED AND CONSIDERED PART OF THE CONTRACT.

THE CONTRACTOR SHALL PROVIDE THE FOLLOWING:
• POINT TO POINT WIRE DIAGRAM
• NUMBER OF CONDUCTORS PER CIRCUIT
• SIZE OF ELECTRICAL CONDUCTORS
• SYSTEM BATTERY CALCULATIONS FOR EACH PANEL
• WORST CASE VOLTAGE DROP CALCULATIONS FOR EACH
PANEL
• CSFM LISTENING FOR COMPONENTS TO BE USED
(CURRENT)
• MANUFACTURER'S CUT SHEET FOR EACH COMPONENT
• OTHER: (COMPLIANCE TO CHAPTER 9, 2013 CALIFORNIA

FIRE CODE)

15. PIPING, DUCTWORK & ELECTRICAL BRACING
Piping, ductwork, and electrical distribution systems shall be braced to comply wityh the forces prescribed in ASCE 7-05 Section 13.3 as defined in ASCE 7-05 Section 13.6.8, 13.6.7, 13.6.5.6 and 2013 CBC, Sections 1615A.1.20, 1615A.1.21, and 1615A.1.22.

The bracing and attachments to the structure shall be detailed on the approved drawings or they shall comply with one of the OSHPD Pre- Approvals (OPA #) as modified to satisfy anchorage requirements of ACI 318, Appendix D.

Copies of the manual shall be available on the jobsite prior to the start of hanging and bracing of the pipe, ductwork, and electrical distribution systems.

The Structural Engineer of Record shall verify the adequacy of the structure to support the hanger and brace loads.

DSA NOTES

1. ALL WORK SHALL CONFORM TO TITLE 24, CALIFORNIA
CODE OF REGULATIONS (CCR).

2. CHANGES TO THE APPROVED DRAWINGS AND

SPECIFICATIONS SHALL BE MADE BY AN ADDENDA OR A
CONSTRUCTION CHANGE DOCUMENT (C.C.D.) DSA
140/141 APPROVED BY THE DIVISION OF THE STATE
ARCHITECT, AS REQUIRED BY SEC. 4-338, PART 1, T-24,
C.C.R.

3. A PROJECT INSPECTOR EMPLOYED BY THE SCHOOL

DISTRICT (OWNER) AND APPROVED BY THE DIVISION OF

THE STATE ARCHITECT SHALL PROVIDE CONTINUOUS
INSPECTION OF THE WORK. THE DUTIES OF THE
INSPECTOR ARE DEFINED IN SECTION 4-342. TITLE 24,
PART 1, CCR. A CLASS 2DSA INSPECTOR IS REQUIRED
FOR THIS PROJECT.

4. SHOULD ANY EXISTING CONDITIONS, SUCH AS

DETERIORATION OR NON-COMPLYING CONSTRUCTION,

BE DISCOVERED WHICH IS NOT COVERED BY THE DSA

APPROVED DOCUMENTS WHEREIN THE FINISHED WORK
WILL NOT COMPLY WITH TITLE 24, CCR, A CCD OR A

SEPARATE SET OF PLANS AND/OR SPECIFICATIONS,

DETAILING AND SPECIFYING THE REQUIRED WORK TO

PROVIDE CODE COMPLIANCE SHALL BE SUBMITTED TO

AND APPROVED BY THE DIVISION OF THE STATE

ARCHITECT BEFORE PROCEEDING WITH THE REPAIR
WORK.

PENETRATIONS

1. ELECTRICAL PENETRATIONS OF FIRE RESISTIVE WALL OR

CEILING CONSTRUCTION SHALL BE INSTALLED PER THE
CALIFORNIA BUILDING CODE.

2. ALL PLUMBING PENETRATIONS OF FIRE RESISTIVE WALL

OR CEILING CONSTRUCTION SHALL BE COPPER OR
FERROUS PIPING.

3. MEMBRANE PENETRATIONS OF STEEL ELECTRICAL BOXES
NOT EXCEEDING 16 SQUARE INCHES TOTALING NOT MORE
THAN 100 SQUARE INCHES PER 100 SQUARE FEET ARE

ALLOWED IF THE BOXES ON EACH SIDE OF THE WALL ARE
SEPARATED BY AT LEAST 24 INCHES. MEMBRANE

PENETRATIONS OF OTHER THAN STEEL ELECTRICAL

BOXES ARE ALLOWED WHEN TESTED IN THE APPROVED
ASSEMBLY. (SEC. 709.7).

4. FIRE AND/OR SMOKE DAMPER ASSEMBLIES INCLUDING

SLEEVES AND INSTALLATION PROCEDURES SHALL BE

APPROVED BY THE BUILDING INSPECTOR PRIOR TO
INSTALLATION.

5. SINGLE MEMBRANE PENETRATIONS OF FIRE SPRINKLER

PIPES CAN BE PROTECTED WITH METAL ESCUTCHEON
PLATES (SEC.709.7).

6. NONCOMBUSTIBLE MEMBRANE PENETRATIONS OF FIRE

SPRINKLER PIPES SHALL NOT BE CONNECTED TO PLASTIC

ON BOTH SIDES UNLESS TESTED IN ACCORDANCE WITH
UBC STANDARD 7-1 (SEC. 701.9.7).

7. STEEL OR COPPER ITEMS UP TO 6 INCHES DIAMETER AND
144 SQ. INCHES CAN PENETRATE THROUGH A SINGLE

CONCRETE OR MASONRY FLOOR WHEN THE ENTIRE

ANNULAR SPACE IS FILLED WITH GROUT OR MORTAR FOR
THE THICKNESS REQUIRED FOR THE FIRE RATING. STEEL
OR COPPER ITEMS UP TO 6 INCHES IN DIAMETER AND 144
SQ. INCHES IN 100 SF CAN PENETRATE THROUGH MORE

THAN ONE CONCRETE OR MASONRY FLOOR WHEN THE

ENTIRE ANNULAR SPACE IS FILLED WITH GROUT OR
MORTAR (SEC. 710.216.1 EX.2).

8. FLOOR MEMBRANE PENETRATIONS OF STEEL OR COPPER
UP TO 100 SQ. INCHES IN 100 SF CAN PENETRATE

THROUGH CONCRETE OR MASONRY FLOORS WHEN THE

ENTIRE ANNULAR SPACE IS FILLED TO PREVENT THE
PASSAGE OF FIRE OR SMOKE (SE. 710.3 EX.1).

9. STEEL OR COPPER ITEMS CAN PENETRATE THROUGH

WALLS WHEN THE ENTIRE ANNULAR SPACE IS FILLED

WITH A MATERIAL WHICH PREVENTS THE PASSAGE OF

FLAME AND HOT GASSES WHICH WILL IGNITE COTTON
WASTE WHEN TESTED TO UBC STANDARD 7-1 WITH
PRESSURE DIFFERENTIAL OF .01 INCHES OF WATER.

1. Wheelchair accessible compartment shall comply with Section 11B-604.8.1.

2. Toe clearance for at least one side partition of a wheelchair accessible compartment shall comply with CBC Section and Figure 11B-604.8.1.4. It shall be 9" high minimum above the finish floor and 6" deep minimum beyond the compartment side face of the partition, exclusive of partition support members. It shall be 12" high minimum above the finish floor for children's use. Partition components at toe clearances shall be smooth without sharp edges or abrasive surfaces. Toe clearance at the side partition is not required in a compartment greater than 66" wide.

3. An ambulatory accessible compartment shall be provided where there are six or more toilet compartments, or where the combination of urinals and water closets totals six or more per CBC Section 11B-213.3.1. Such compartment shall comply with CBC Section 11B-604.8.2.

4. Door and door hardware for accessible compartments shall be self-closing and shall comply with CBC Section 11B-404 except that pull-side clearance for ambulatory accessible compartments shall be minimum 44" clear, rather than 60". CBC Figure 11B-604.8.2.

5. A door pull complying with CBC Section 11B-404.2.7 shall be placed on both sides of the door near the latch.

6. Doors shall not swing into clear floor space or clearance required for any fixtures.

ACCESSIBLE TOILET COMPARTMENTS

1. Accessible plumbing fixtures shall comply with all the requirements in CBC Division 6.

2. Heights and location of all accessible fixtures shall be mounted according to CBC Sections 11B-602 through 11B-612.

3. Fixture controls shall comply with CBC Sections for drinking fountains, 1B604.6 for water closets, 11B-604.9.5 for children's water closets, 11B-605.4 for urinals, 11B-606.4 for lavatories and sinks, 11B-607.5 for bathtubs, 11B-608.5 for showers, and 11B-611.3 for washing machines and clothes dryers.

4. Accessible sinks shall be 6-1/2" deep maximum. Sinks shall be mounted with the front of the higher of the rim and counter surface 34" maximum above the finish floor or ground.

5. Water supply and drain pipes under lavatories and sinks shall be insulated or otherwise configured to protect against contact.

There shall be no sharp or abrasive surfaces under lavatories and sinks. CBC Section 11B-606

PLUMBING FIXTURE NOTES

1. Assistive-listening systems shall be provided in accordance with CBC Section 11B-219 and shall comply with CBC Section
11B-706.

2. The minimum number of receivers to be provided shall be equal to 4% of the total number of seats, but in no case less than two. 25 % minimum of the receivers provided, but no less than two, shall be hearing-aid compatible in accordance with CBC Section 11B-706.3.

3. If the system provided is limited to specific areas or seats, then such areas or seats shall be within a 50-foot viewing distance of, and have a complete view of, the stage or playing area. CBC Section 11B-219.4.

ASSISTIVE LISTENING SYSTEM NOTES
1 32 4
A
1 2 3 4
5 5
P.O. BOX 1120

VISTA, CA
92085-1120
(760) 941-4647
www.mjkarchitecture.com
CONSULTANT:

MJK

ARCHITECTURE
MICHAEL J. KANTARCHITECT

A PROFESSIONAL CORPORATION
PROJECT NAME:

PROJECT ADDRESS:
6 6
B
C
D
E

AGENCY APPROVAL
SHEET NO:

SHEET TITLE:

PROJECT NO:

CAD DWG FILE:

DRAWN BY:

CHK'D BY:

DESCRIPTIONDATEMARK
DATE:

MJK ARCHITECTURE2022
REV NO:

REVISIONS:
. . .
. . .
. . .
. . .
. . .
. . .

TECHNICAL
CAREER

INSTITUTE -
TENANT

IMPROVEMENTS
2075 LAS PALMAS
DRIVE

CARLSBAD, CA,
92011
A0.02

GENERAL NOTES
2021-07.02
MJK
MJK
AUGUST 30, 2022 PLAN CHK.

May 9, 2023
Item #6 Page 14 of 50
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2 2
2 2
20A
S 36 12' 50" W
450.56'
S 66 40' 14" E
126.06'
N 15 00' 00"E
292.53'
SDG& E 200' EASEMENT
11 PARKING SPACES
6 PARKING SPACES
11 PARKING SPACES
SPACES4 PARKING
21 PARKING SPACES
10 PARKING SPACES

NUMBER OF EXISTING PARKING STALLS

ACCESSIBLE PARKING STALLS REQUIRED

ACCESSIBLE PARKING STALLS PROVIDED

VAN ACCESSIBLE PARKING STALL(S) REQUIRED

VAN ACCESSIBLE PARKING STALL(S) PROVIDED

PARKING SUMMARY FOR MAIN LOT
70 3
3 1
1 S 89 25" 58" E
382.72'
A1.02
A
SAFE DISPERSAL AREA (1,372 S.F.)
(1,372 S.F. / 3 SF/OCC. = 457 OCCUPANTS)

21.23°
SPACE
1 PARKING

PARKING SPACES
3 ACCESSIBLE
3 PARKING SPACES
101
102
103
103
4' - 0" 5' - 0"A1.02
10 TYP.

A1.02
13 TYP.
104
105
106107
110
111
114
116
116
115
115

PLANTER

LAS PALMAS DRIVE

CAMINO VIDA ROBLE
ES
ES
co
109
A1.02
12 TYP.
117
118
118
120
119
123
122
124
121
102
TOTAL BUILDING AREA:

OCCUPANCY (CBC SECTION 305):

CONSTRUCTION TYPE (CBC TABLE 602):

HEIGHT & NUMBER OF STORIES:

BASIC ALLOWABLE AREA (CBC TABLE 503):

ALLOWABLE AREA INCREASES:

FIRE SPRINKLER INCREASE
(CBC SECTION 506.3):

FRONTAGE INCREASE
(CBC SECTION 506.2):

FRONTAGE INCREASE CALCULATIONS
(CBC SECTION 506.2):

TOTAL ALLOWABLE AREA:

RATIO OF PROPOSED/ALLOWED:

EXTERIOR BREARING WALLS:

EXTERIOR NON-BEARING WALLS:

FIRE RESISTIVE CONSTRUCTION (TABLE 601)
STRUCTURAL FRAME (PRIMARY STRUCTURE):

INTERIOR BEARING WALLS:

INTERIOR NON-BEARING WALLS:

FLOORS AND FLOOR/CEILINGS:

ROOFS AND ROOF/CEILINGS:

EXTERIOR DOORS AND WINDOWS:

STAIRWAY CONSTRUCTION:
22,120 SF
B

V-B, FULLY SPRINKLERED
1 - STORY
9,000 S.F.

N/A
200 PERCENT OR
18,000 SQ. FT.

N/A
27,000 S.F.

N/A
22,120 S.F. / 27,000 S.F.
= 0.82 < 1; OK
0 0
0 0
0 0
0 NOT PROTECTED
N/A

CODE ANALYSIS

SITE ACCESSIBILITY NOTES

1. FOR ALL GRATINGS LOCATED IN THE SURFACE OF ANY PEDESTRIAN

WAY AT PATH OF TRAVEL, GRID/OPENINGS IN GRATINGS SHALL BE LIMITED TO 1/2" MAXIMUM IN THE DIRECTION OF TRAFFIC FLOW.

2. PATH OF TRAVEL (P.O.T.) AS INDICATED ON THE SITE PLAN WITH A

DASHED LINE (- - - - - - - - - -) IS A BARRIER FREE ACCESS ROUTE WITHOUT ANY ABRUPT VERTICAL CHANGES EXCEEDING 1/2" BEVELED AT 1:2 MAXIMUM SLOPE, EXCEPT THAT LEVEL CHANGES DO NOT
EXCEED 1/4" VERTICAL AND IS AT LEAST 48" WIDE. SURFACE SHALL BE STABLE, FIRM, AND SLIP RESISTANT. CROSS-SLOPE SHALL NOT BE STEEPER THAN 1:48 AND RUNNING SLOPE SHALL NOT BE STEEPER THAN 1:20 UNLESS OTHERWISE INDICATED (SECTION 11B-403.3). (P.O.T.) SHALL MAINTAIN FREE OF OVERHANGING OBSTRUCTIONS TO 80" MINIMUM (SECTION 11B-307.4) AND PROTRUDING OBJECTS
GREATER THAN 4" PROJECTION FROM WALL SURFACE BETWEEN 27" AND 80" ABOVE FINISH FLOOR OR GROUND (SECTION 11B-307.2).

PROVIDE FLUSH TRANSITIONS AT ANY ADJOINING JOINTS BETWEEN NEW AND EXISTING (E) WALK SURFACES IN P.O.T. ARCHITECT TO VERIFY THAT THERE ARE NO BARRIERS IN THE P.O.T. AND THAT ALL P.O.T. COMPLY WITH SECTION 11B-206.

3. SURFACE SLOPE AT EXISTING ACCESSIBLE PARKING STALLS AND ACCESS AISLES PER SECTION 11B-502.4SHALL NOT EXCEED 1:48 IN ANY DIRECTION. CONTRACTOR SHALL VERIFY SURFACE SLOPE AT STALLS AND IF SLOPE EXCEEDS 1:48, AC PAVING OVERLAY SHALL BE

PROVIDED AT STALLS AND LOADING AREAS AND SHALL BE

FEATHERED TO CREATE A SMOOTH TRANSITION WITH EXISTING
ADJACENT FINISH MATERIAL.

4. GATES IN PATH OF TRAVEL MUST COMPLY WITH DOOR
REQUIREMENTS PER SECTION 1008.2.

5. HAND ACTIVATED GATE OPENING HARDWARE, HANDLES, PULLS,

LATCHES, LOCKS, AND OTHER OPERATING DEVICES ON ACCESSIBLE

GATES SHALL HAVE A SLOPE THAT IS EASY TO GRASP WITH ONE

HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRIST TO OPERATE PER SECTION 1008.1.9.1, MAX. 5 LBS. PRESSURE TO OPPERATE.

6. THE BOTTOM 10" OF AN ACCESSIBLE GATE SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE ON EACH SIDE. THE BOTTOM OF THE
GATE SHALL BE WITHIN 3" OF THE FINISH SURFACE OF THE PATH OF TRAVEL. THE MAXIMUM EFFORT TO OPERATE THE GATE SHALL NOT EXCEED 5 LBS. (22.2 N) PER CBE SECTIONS 1133B.2.5, 1133B.2.6 AND 1110B.1.6, ITEM 6 - SIMILAR APPLICATION.

7. ACCESSIBLE PARKING SPACES SHALL BE LOCATED AS NEAR AS

PRACTICAL TO PRIMARY ENTRANCE AND SHALL BE MARKED
ACCORDING TO SECTION 1008.1.3.
1 32 4
A
1 2 3 4
5 5
P.O. BOX 1120

VISTA, CA
92085-1120
(760) 941-4647
www.mjkarchitecture.com
CONSULTANT:

MJK

ARCHITECTURE
MICHAEL J. KANTARCHITECT

A PROFESSIONAL CORPORATION
PROJECT NAME:

PROJECT ADDRESS:
6 6
B
C
D
E

AGENCY APPROVAL
SHEET NO:

SHEET TITLE:

PROJECT NO:

CAD DWG FILE:

DRAWN BY:

CHK'D BY:

DESCRIPTIONDATEMARK
DATE:

MJK ARCHITECTURE2022
REV NO:

REVISIONS:
. . .
. . .
. . .
. . .
. . .
. . .

TECHNICAL
CAREER

INSTITUTE -
TENANT

IMPROVEMENTS
2075 LAS PALMAS
DRIVE

CARLSBAD, CA,
92011
A1.01

OVERALL SITE
PLAN
2021-07.02
MJK
MJK
AUGUST 30, 2022 PLAN CHK.

North

36.21°

PLAN NORTH
1" = 20'-0"

A OVERALL SITE PLAN

SITE PLAN KEY NOTES
K
ey Value Keynote Text
101 EXISTING BUILDING TO BE REMODELED (INTERIOR
TE
NANT IMPROVEMENT) AS PART OF THIS CONTRACT.

REFER TO SHEET A2.01.
102 EXISTING PARKING LOT.
103 DASHED LINE INDICATES ACCESSIBLE PATH OF TRAVEL.

REFER TO SITE ACCESSIBILITY NOTE #2, SHT. A1.02.
104 INDICATES LOCATION OF EXIST. "TOW AWAY" SIGN.

REMOVE EXISTING SIGN AND REPLACE WITH NEW.

REFER TO DETAIL 5/A1.02.
105 EXISTING ENTRY MONUMENT SIGN TO REMAIN.
106 EXISTING GAS REGULATOR TO REMAIN.
107 EXISTING CONCRETE SIDEWALK, MAXIMUM 1:48 SLOPE
IN ANY DIRECTION.
109 NEW CONCRETE SIDEWALK TO JOIN FLUSH WITH
EXISTING FLATWORK. REFER TO DETAIL 13/A1.02.
110 EXISTING CONCRETE MASONRY RETAINING WALL WITH
CONCRETE CAP.
111 CROSS HATCHING INDICATES DESIGNATED SAFE
DISPERSAL AREA.
114 INDICATES LOCATION OF EXISTING CONCRETE RAMPS
AND HANDRAILS.
115 INDICATES LOCATION OF EXISTING GUARDRAIL TO
REMAIN.
116 INDICATES LOCATION OF EXISTING CONCRETE STAIRS
AND HANDRAILS.
117 EXISTING PRECAST CONCRETE WALL TO REMAIN.
118 NEW 8'-0" HIGH CHAIN LINK FENCE ENCLOSURE WITH
PRIVACY SLATS. REFER TO DETAIL
119 NEW PAIR OF 3'-0" WIDE X 8'-0" HIGH CHAIN LINK GATES WITH PRIVACY SLATS. PROVIDE WITH CANE BOLT AND

LOCKING HASP FOR PADLOCK (PADLOCK TO BE
PROVIDED BY THE OWNER). REFER TO DETAIL
120 CROSS HATCH INDICATES CHAIN LINK ROOF TO MATCH
FENCING SPECIFICATION. PROVIDE ROOF FENCING
SUPPORT AT CENTER SPANS.
121 EXISTING SEWER LINE TO REMAIN.
122 INDICATES NEW UNDERGROUND SEWER LINE. REFER TO
PLUMBING DRAWINGS.
123 POINT OF CONNECTION FOR NEW SEWER LINE TO
EXISTING. REFER TO PLUMBING DRAWINGS.
124 NEW CONCRETE PAD MOUNTED TRANSFORMER. REFER
TO ELECTRICAL DRAWINGS.

May 9, 2023
Item #6 Page 15 of 50
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0 GENERAL NOTES - DEMOLITION

1. THESE DEMOLITION PLANS REFERENCE GENERAL ITEMS AND
CONDITIONS. VARIATIONS MAY OCCUR WITHIN ROOMS AND SHALL BE TREATED AS A SIMILAR CONDITION.

2. WHERE DEMOLITION OR REMOVAL OCCURS, TAKE ALL NECESSARY PRECAUTIONS TO PROTECT ELEMENTS TO REMAIN. FINISHED WORK

DAMAGED BY OPERATIONS UNDER DEMOLITION CONTRACT SHALL BE

REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER AND ARCHITECT AT NO ADDITIONAL COST TO THE OWNER.

3. KEY NOTES REFERENCE GENERAL ELEMENTS FOR SALVAGE OR
DISPOSAL. VARIOUS OTHER ITEMS MAY OCCUR AND SHOULD BE

REMOVED ACCORDING TO THE NEEDS AND DESIGN INTENT OF THE NEW CONSTRUCTION.

4. AFTER THE DEMOLITION AND REMOVAL OF ELEMENTS, REPAIR AND

RESTORE EXISTING FINISHES TO BE LEFT EXPOSED TO THEIR ORIGINAL CHARACTER. WHERE EXISTING FINISHES ARE TO BE HIDDEN WITH NEW

MATERIAL, THOSE EXISTING FINISHES SHALL BE RESTORED TO PROVIDE

ADEQUATE SUITABILITY, STRENGTH AND SUBSTRATE FOR NEW
CONSTRUCTION AND FINISHES.

5. THE CONTRACTOR SHALL DISPOSE OF DEMOLITION MATERIALS IN A LEGAL AND ACCEPTABLE MANNER OFF SITE.

6. THE CONTRACTOR SHALL MAKE AVAILABLE TO THE OWNER ANY

MATERIALS OR EQUIPMENT LISTED FOR DEMOLITION, DISPOSAL, REMOVAL, ETC., UPON OWNER'S REQUEST. THE OWNER SHALL HAVE

THE FIRST RIGHT OF REFUSAL ON ALL SALVAGEABLE ITEMS WHETHER IDENTIFIED FOR SALVAGE OR NOT.

7. THE CONTRACTOR SHALL KEEP OPERATING EQUIPMENT OR MATERIALS

INDICATED FOR RE-USE, RELOCATION, OR OWNER REQUESTED
EQUIPMENT RETENTION, ETC. IN A SAFE MANNER TO PROTECT THE CONDITION OF THE MATERIALS OR EQUIPMENT.

8. REFER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR DEMOLITION, REMOVAL AND SALVAGE OF OTHER ITEMS.

9. ALL DEMOLITION WORK SHALL BE PER ARTICLE 87 OF THE C.F.C. AND CHAPTER 34 OF THE C.B.C.

10. THE CONTRACTOR SHALL COMPLY WITH THE FOLLOWING SECTIONS OF THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION":

11. 5-2: PROTECTION

12. 5-3: REMOVAL

13. 5-4: RELOCATION

14. 7-8: PROJECT SITE MAINTENANCE

15. 7-9: PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS

16. 7-10: PUBLIC CONVENIENCE AND SAFETY

EXISTING METAL STUD WALL TO BE
REMOVED.

DEMOLITION LEGEND
EXISTING METAL STUD WALL TO REMAIN.

EXISTING DOOR TO BE REMOVED.
1 1
2 2
3 3
4 4
5 5
6 6
7 7
A A
B B
C C
D D
E E
F F
G G
H H
J J
CS Reception
1 SBDC Conference
Room
2 Flex Lab
7 Wendy's Office
8 Corridor
A
SBDC Rec.
3 SBDC Clients
4 Joe's Office
5 SBDC Office
6 Corridor
B
Restroom
16 Restroom
17 Storage
18 Storage
19 Women
22 Men
21 Corridor
D
Sharon's Space
23 CS Workroom
27 Corridor
E
Kristen's Office
24 Lori's Office
25 CS Workroom 2
26 Corridor
F
Linda's Office
28 Corridor
G
Computer Lab
103
Machinist Stg.
43 Machinist Stg. 2
44 Calandra's Office
45 Machinist Room 1
104
Electronics Room
107
Christine's Office
29 Machinist Room 2
105
Engineering Room
2 106
Corridor
H
Guest Office
30 Guest Lab
31 Kris's Office
32 Classroom
52 Low Voltage
50 Electrical
49 Large Electronics
Lab
100
C4K Storage
48 Corridor
K
Storage
47 Kitchen & Staff
Lounge
42 Student Center
41 Mike's Office
33 IDF Room
35 Security Room
34 File Room
40 Guest Office
39 Study Room #2
38 Study Room #1
37 Student Lounge
36 Kitchen
20 D212
D212
D212
D212
D212 D212
D212
D212
D212
D212
D212
D212
D212
D212
5' - 9" 9' - 0"9' - 0" 5' - 9"
8' - 0" 4' - 3"
4' - 8"
5' - 4"
6' - 9"
1' - 0"
4 5/8" 2"
TYP.
1' - 0"
MIN.
2' - 0"
MIN.
4' - 0"
1' - 0"1' - 0"
1' - 0"
2' - 0"
5' - 0"
7' - 9"
7' - 2"
5' - 0" 2' - 0"
Storage
101
14' - 0" 25' - 7 5/8" 5' - 0" 12' - 7 5/8" 10' - 0" 54' - 2 7/8" 25' - 7 1/4" 14' - 10 5/8" 39' - 7 5/8" 5' - 0" 12' - 7 5/8" 10' - 0" 54' - 2 7/8" 25' - 7 1/4" 14' - 10 5/8" TYP. TYP.

D201
D202
D203D203
D204
D205D206
D207
D202
D202
D202
D208D208
D212
D211 D210
D212
D212
D212
D202
D202
D202
D215 D215
D215 D215
D202
D202
91011
12 DASHED LINE INDICATES

BOUNDARIES OF THE AREA

OF DEMOLITION WORK
D202
D201
D210
D215
D203D216
1 32 4
A
1 2 3 4
5 5
P.O. BOX 1120

VISTA, CA
92085-1120
(760) 941-4647
www.mjkarchitecture.com
CONSULTANT:

MJK

ARCHITECTURE
MICHAEL J. KANTARCHITECT

A PROFESSIONAL CORPORATION
PROJECT NAME:

PROJECT ADDRESS:
6 6
B
C
D
E

AGENCY APPROVAL
SHEET NO:

SHEET TITLE:

PROJECT NO:

CAD DWG FILE:

DRAWN BY:

CHK'D BY:

DESCRIPTIONDATEMARK
DATE:

MJK ARCHITECTURE2022
REV NO:

REVISIONS:
. . .
. . .
. . .
. . .
. . .
. . .

TECHNICAL
CAREER

INSTITUTE -
TENANT

IMPROVEMENTS
2075 LAS PALMAS
DRIVE

CARLSBAD, CA,
92011
A2.00

DEMOLITION

FLOOR PLAN
2021-07.02
MJK
MJK
AUGUST 30, 2022 PLAN CHK.

North

36.21°

PLAN NORTH
1/8" = 1'-0"
1 DEMOLITION FLOOR PLAN

DEMOLITION FLOOR PLAN KEY NOTES
K
ey Value Keynote Text
D201 DASHED WALL LINES INDICATE EXISTING WALLS TO BE
RE

MOVED, INCLUDING WALL BRACES TO ROOF
STRUCTURE (WHERE OCCURS).

D202 DASHED DOOR LINES INDICATE EXISTING DOOR, FRAME

AND HARDWARE TO BE REMOVED AND PROPERLY
DISPOSED OF PER SPECIFICATION SECTION 01 7419 -
CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL.

D203 CROSS HATCHING INDICATES EXISTING FLOOR FINISH
TO BE REMOVED.

D204 EXISTING DOOR, FRAME AND HARDWARE TO BE
CAREFULLY REMOVED. PROTECT AND STORE ON SITE
FOR RE-INSTALLATION AT DOOR OPENING 9B. REFER
TO SHEET A2.01 - NEW WORK FLOOR PLAN.

D205 EXISTING DOOR, FRAME AND HARDWARE TO BE
CAREFULLY REMOVED. PROTECT AND STORE ON SITE
FOR RE-INSTALLATION AT DOOR OPENING 53A. REFER
TO SHEET A2.01 - NEW WORK FLOOR PLAN.

D206 EXISTING DOOR, FRAME AND HARDWARE TO BE
CAREFULLY REMOVED. PROTECT AND STORE ON SITE
FOR RE-INSTALLATION AT DOOR OPENING 53B REFER
TO SHEET A2.01 - NEW WORK FLOOR PLAN.

D207 EXISTING DOOR, FRAME AND HARDWARE TO BE
CAREFULLY REMOVED. PROTECT AND STORE ON SITE
FOR RE-INSTALLATION AT DOOR OPENING 52. REFER
TO SHEET A2.01 - NEW WORK FLOOR PLAN.

D208 PORTION OF NEW SOTREFRONT GLAZING TO BE
MODIFIED FOR NEW STOREFRONTB ENTRY DOORS.

REFER TO SHEET A2.01 - NEW WORK FLOOR PLAN.

D210 CROSS HATCHING INDICATES NEW OPENING IN THE
EXISTING WALL FOR A NEW DOOR LOCATION. REFER TO
DETAIL 4/A2.05.

D211 EXISTING FIRE EXTINGUISHER AND WALL HOOK.

REMOVE, PROTECT AND RE-INSTALL AT NEW LOCATION
PER KEY NOTE #210 ON SHEET A2.01 - NEW WORK
FLOOR PLAN.

D212 EXISTING FIRE EXTINGUISHER AND WALL HOOK TO
REMAIN.

D215 EXISTING STRUCTURAL COLUMN TO REMAIN.

D216 EXISTING DOOR, FRAME AND HARDWARE TO BE
CAREFULLY REMOVED. PROTECT AND STORE ON SITE
FOR RE-INSTALLATION AT DOOR OPENING 7. REFER TO
SHEET A2.01 - NEW WORK FLOOR PLAN.

May 9, 2023
Item #6 Page 16 of 50
0 . 1
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TYPICAL EXTERIOR WALL (EXISTING):

EXISTING CONCRETE TILT-UP WALLS.

TYPICAL EXISTING INTERIOR WALL:
3-5/8" METAL STUDS AT 16" O.C. w/ 5/8" GYP. BOARD
ON BOTH SIDES. REFER TO ROOM FINISH
SCHEDULE FOR WALL FINISH AT EXISTING WALLS.

TYPICAL NEW INTERIOR WALL:
3-5/8" METAL STUDS AT 16" O.C. w/ 5/8" GYP. BOARD
ON BOTH SIDES. EXTEND WALL TO 6" ABOVE
CEILING U.O.N. PROVIDE R-11 FIBERGLASS SOUND
BATTS. REFER TO DETAIL 2/A2.05.

NEW PARTIAL HEIGHT INTERIOR WALL (42" HIGH):
2x6 WOOD STUDS AT 16" O.C. w/ 5/8" GYP. BOARD
ON BOTH SIDES. REFER TO DETAIL 16/A2.05.

NEW INTERIOR WALL (FURRED WALL):
3-5/8" METAL STUDS AT 16" O.C. w/ 5/8" GYP. BOARD
ON ONE SIDE. EXTEND WALL TO 6" ABOVE CEILING
U.O.N. PROVIDE R-11 FIBERGLASS SOUND BATTS.

REFER TO DETAIL 2/A2.05 (SIM).

INTERIOR ELEVATION REFERENCE
11a
A5.01

ELEVATION REFERENCE
NUMBER

ARCHITECTURAL SHEET

NUMBER WHERE ELEVATION

IS SHOWN
(a)
(b)
(c)
(d)

TYPICAL ELEVATION

ORIENTATION REFERENCE
(FINISH SCHEDULE)
11b
11c
11d
1 1
2 2
3 3
4 4
5 5
6 6
7 7
A A
B B
C C
D D
E E
F F
G G
H H
J J
CS Reception
1 SBDC Conference
Room
2Flex Lab
7 Corridor
A
SBDC Rec.
3 SBDC Clients
4 Joe's Office
5 SBDC Office
6 Corridor
B
Restroom
16 Restroom
17 Storage
18 Storage
19 Women
22 Men
21 Corridor
D
Sharon's Space
23 CS Workroom
27 Corridor
E
Kristen's Office
24 Lori's Office
25 CS Workroom 2
26 Corridor
F
Linda's Office
28 Corridor
G
Welding Lab
53 Additional Lab
102
Computer Lab
103
Machinist Stg.
43 Machinist Stg. 2
44 Calandra's Office
45 Machinist Room 1
104
Electronics Room
107
Christine's Office
29 Machinist Room 2
105
Engineering Room
2 106
Corridor
H
Guest Office
30 Guest Lab
31 Kris's Office
32 Classroom
52 Low Voltage
50 Electrical
49 Large Electronics
Lab
100
C4K Storage
48 Corridor
K
Storage
47 Kitchen & Staff
Lounge
42 Student Center
41 Mike's Office
33 IDF Room
35 Security Room
34 File Room
40 Guest Office
39 Study Room #2
38 Study Room #1
37 Student Lounge
36 Kitchen
20 5' - 9" 9' - 0"9' - 0" 5' - 9"
8' - 0" 4' - 3"
4' - 8"
8' - 7 7/8"
5' - 4"
6' - 9"
1' - 0"
TYP.
1' - 0"
3' - 0" 4' - 0"
MIN.
2' - 0"
MIN.
4' - 0"
1' - 0"1' - 0"
1' - 0"
2' - 0"
5' - 0"
-
-
-
-
-
7' - 9"
7' - 2"
5' - 0" 2' - 0"
Storage
101
D B
C
A
Brew Tech Lab
9 53A
9B
52 A2.02
1 A2.02
2 METAL
TABLE
1 2
3 SELF-CONTAIONED

WELDING BOOTH,

TYPICAL
7 4
5 EXISTING METAL

STORAGE RACK
8 9
10 6
NEW

ELECTRICAL
PANEL

DASHED LINE INDICATES

BOUNDARIES OF THE AREA

OF NEW WORK
E
E
E
E E
E E
E
E
E
E
Corridor
C
9C
18' - 8 1/4"
16' - 10 7/8"
1 2B
2A
3B3B
2A
2A, 3B
3B
2A
3B
2A
3B

NOT AN ACCESSIBLE
EXIT
2A
3B
A5.014
7 242

EXISTING CORRIDOR

AREA OF NEW WORK

BREW TECH LAB

AREA OF NEW WORK

WELDING LAB

AREA OF NEW WORK

CONFERENCE ROOM

EXISTING RESTROOMS

AREA LEGEND

AREA OF NEW WORK

FLEX LAB

KEY SIGN TYPE DETAIL

REFERENCE

SIGNAGE LEGEND
1 2A
2B
3A
3B
INT. SYMBOL OF
ACCESSIBILITY 1 / A8.02
EXIT ROUTE 2 / A8.02
EXIT 2 / A8.02
ROOM IDENTIFICATION 3 / A8.02
1 32 4
A
1 2 3 4
5 5
P.O. BOX 1120

VISTA, CA
92085-1120
(760) 941-4647
www.mjkarchitecture.com
CONSULTANT:

MJK

ARCHITECTURE
MICHAEL J. KANTARCHITECT

A PROFESSIONAL CORPORATION
PROJECT NAME:

PROJECT ADDRESS:
6 6
B
C
D
E

AGENCY APPROVAL
SHEET NO:

SHEET TITLE:

PROJECT NO:

CAD DWG FILE:

DRAWN BY:

CHK'D BY:

DESCRIPTIONDATEMARK
DATE:

MJK ARCHITECTURE2022
REV NO:

REVISIONS:
. . .
. . .
. . .
. . .
. . .
. . .

TECHNICAL
CAREER

INSTITUTE -
TENANT

IMPROVEMENTS
2075 LAS PALMAS
DRIVE

CARLSBAD, CA,
92011
A2.01

NEW WORK FLOOR
PLAN
2021-07.02
MJK
MJK
AUGUST 30, 2022 PLAN CHK.

North

36.21°

PLAN NORTH
1/8" = 1'-0"
1 NEW WORK FLOOR PLAN
May 9, 2023
Item #6 Page 17 of 50
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A2.04
19a
A2.04
20a
19b
19c
20b
20c
Brew Tech Lab
9 18"D x 48"W x 84"H

UTILITY SHELVING
18"D x 48"W x 84"H

UTILITY SHELVING
7' x 7' x 8'H

WALK-IN
COOLER

BEER KEGS
8' - 0"
4' - 4"
24"D x 48"W x 84"H

UTILITY SHELVING
MIN.
1' - 0" 4' - 0" 4' - 0"
N.G.

C.A.
(N) 220 V.

H.W.
6 1/2"7' - 4"5' - 5 1/4"2' - 0 3/4"
6" 2' - 0" 5' - 1 1/4" 7' - 0" 8' - 1 3/8"
1' - 6" 3' - 0 1/2"
1' - 6"
15' - 10 7/8" 1' - 6" 4' - 6 5/8"
16' - 0"4' - 9"
34' - 0"
A5.02 24
1 3
9B
C.A.

C02
C02
C02
C02
C02
DRIP
TRAY

DRAIN DRIP TRAY

TO FLOOR SINK
3' - 8"
BEER
TAPS
9C
A5.02
5 201
202
203 208
209
210
204
215 213
216216
221
240
224
218
219
209
220
226
222
223
224
225
217
241 227
228
225
229
230
231
232
235
234
233226
1 1
2 2
E E
F F
G G
H H

BAILEIGH

SCOTHMAN
Welding Lab
53 Classroom
52 1
2 3
7 4
5 EXISTING METAL

STORAGE RACK
8 9
10 6
CA
ACD
ARGON
MIXED
ARGON
MIXED
ARGON
MIXED
ARGON
MIXED
ARGON
MIXED
ARGON
MIXED
ARGON
MIXED
ARGON
MIXED
ARGON
MIXED
ARGON
MIXED
CA
BENDER
"DAKE" SE712

BAND SAW
"DAYTON"
17" DRILL PRESS
"DAKE"

COLD SAW

INSTRUCTOR'S
DESK
CHOP
SAW
A5.012 1
11 1/4"4' - 10"4' - 10"4' - 10"4' - 10"4' - 10"5' - 10"4' - 10"4' - 10"4' - 10"4' - 10" A5.01 3
53A
52 (N) 220V.
(N) 220V.
(N) 230V. ?
18' - 3 3/8"
5' - 4 5/8"
53B
2' - 0"
O
-
205
206
207
212
211
214
239
238
236 237
216
216
231
233
232
234235
226
A2.02
1 A2.02
2 BREW
TECH
LAB

WELDING LAB

CONFERENCE
ROOM
1 32 4
A
1 2 3 4
5 5
P.O. BOX 1120

VISTA, CA
92085-1120
(760) 941-4647
www.mjkarchitecture.com
CONSULTANT:

MJK

ARCHITECTURE
MICHAEL J. KANTARCHITECT

A PROFESSIONAL CORPORATION
PROJECT NAME:

PROJECT ADDRESS:
6 6
B
C
D
E

AGENCY APPROVAL
SHEET NO:

SHEET TITLE:

PROJECT NO:

CAD DWG FILE:

DRAWN BY:

CHK'D BY:

DESCRIPTIONDATEMARK
DATE:

MJK ARCHITECTURE2022
REV NO:

REVISIONS:
. . .
. . .
. . .
. . .
. . .
. . .

TECHNICAL
CAREER

INSTITUTE -
TENANT

IMPROVEMENTS
2075 LAS PALMAS
DRIVE

CARLSBAD, CA,
92011
A2.02

ENLARGED PLANS
2021-07.02
MJK
MJK
AUGUST 30, 2022 PLAN CHK.

North

36.21°

PLAN NORTH
1/4" = 1'-0"
1 BREW TECH LAB - FLOOR PLAN
1/4" = 1'-0"
2 WELDING LAB - FLOOR PLAN

KEY PLAN

ENLARGED FLOOR PLAN KEY NOTES
K
ey Value Keynote Text
201 EXISTING EXTERIOR CONCRETE TILT-UP WALL TO
RE
MAIN.
202 EXISTING INTERIOR METAL STUD WALLS TO REMAIN.
203 MODIFICATIONS TO EXISTING STOREFRONT GLAZING TO

PROVIDE NEW PAIR OF SWINGING STOREFRONT DOORS
(CONTINUOUS HINGES) WITH PANIC HARDWARE.

PROVIDE NEW VERICAL MULLION AS SHOWN TO MATCH
EXISTING.
204 EXISTING DOOR, FRAME AND HARDWARE TO BE
CAREFULLY REMOVED. PROTECT AND STORE ON SITE
FOR RE-INSTALLATION AT DOOR OPENING 9B. REFER TO
SHEET A2.00 - DEMOLITION FLOOR PLAN FOR ORIGINAL
LOCATION.
205 EXISTING DOOR, FRAME AND HARDWARE TO BE
CAREFULLY REMOVED. PROTECT AND STORE ON SITE
FOR RE-INSTALLATION AT DOOR OPENING 53A. REFER
TO SHEET A2.00 - DEMOLITION FLOOR PLAN FOR
ORIGINAL LOCATION.
206 EXISTING DOOR, FRAME AND HARDWARE TO BE
CAREFULLY REMOVED. PROTECT AND STORE ON SITE
FOR RE-INSTALLATION AT DOOR OPENING 53B. REFER
TO SHEET A2.00 - DEMOLITION FLOOR PLAN FOR
ORIGINAL LOCATION.
207 EXISTING DOOR, FRAME AND HARDWARE TO BE
CAREFULLY REMOVED. PROTECT AND STORE ON SITE
FOR RE-INSTALLATION AT DOOR OPENING 52. REFER TO
SHEET A2.00 - DEMOLITION FLOOR PLAN FOR ORIGINAL
LOCATION.
208 NEW CONDENSING UNIT ON NEW CONCRETE PAD.
209 NEW FLOOR SINK LOCATION, REFER TO PLUMBING
DRAWINGS.
210 NEW HAND SINK, REFER TO PLUMBING DRAWINGS.
211 EXISTING FIRE EXTINGUISHER ON METAL WALL

BRACKET TO BE RELOCATED AND RE-INSTALLED AT
THIS LOCATION. REFER TO KEY NOTES ON SHEET A2.00
- DEMOLITION FLOOR PLAN. CONTRACTOR TO VERIFY
EXTINGUISHER IS CHARGED AND OPERATIONAL. FIRE

EXTINGUISHER BRACKETS TO COMPLY WITH CBC
SECTION 906.7. REFER TO DETAIL 14/A2.05.
212 NEW FIRE EXTINGUISHER ON METAL WALL BRACKET.

PROVIDE NEW 2A:10B:C, 5 LBS. CAPACITY PER
SPECIFICATIONS. MOUNT SO THAT TOP OF
EXTINGUISHER IS NOT MORE THAN 4 FEET ABOVE THE
FLOOR. REFER TO DETAIL 14/A2.05.
213 NEW 12'-0" WIDE X 4'-0" HIGH MARKER BOARD. REFER
TO DETAIL 13/A2.05.
214 NEW ELECTRICAL PANEL, REFER TO ELECTRICAL
DRAWINGS.
215 NEW WALL INFILL AT EXISTING DOOR OPENING. REFER
TO DETAIL 8 ON SHEET A2.05.
216 FURNITURE (DESKS AND CHAIRS) TO BE PROVIDED BY
THE OWNER, TYPICAL.
217 NEW WALK-IN COOLER TO BE PROVIDED AND INSTALLED
UNDER A SEPARATE CONTRACT. REFER TO

MECHANICAL AND ELECTRICAL DRAWINGS FOR
ROUGH-IN REQUIRED UNDER THJIS CONTRACT.
218 NEW CARBON WATER FILTER.
219 NEW GAS TANKLESS WATER HEATER.
220 NEW 2-COMPARTMENT UTILITY SINK.
221 NEW 3-COMPARTMENT SINK.
222 SHELVING UNIT PROVIDED BY THE OWNER.
223 NEW KEG WASHING CART PROVIDED BY THE OWNER.
224 NEW "ACORN" MODEL NO. 8186-SSLF RECESSED COLD
WATER HOSE BIBB BOX.
225 NEW "ACORN" MODEL NO. 8186-SSLF RECESSED HOT &
COLD WATER HOSE BIBB BOX.
226 RED CROSSHATCHING INDICATES AREA OF EXISTING

CONCRETE FLOOR SLAB TO BE REMOVED FOR

INSTALLATION OF NEW PLUMBING AND ELECTRICAL
ROUGH-IN. PATCH SLAB WITH #4 DOWELS INTO
EXISTING SLAB (SLAB DEPTH TO MATCH EXISTING).
227 CANNING STATION.
228 BREWING VESSELLS PROVIDED BY THE OWNER.
229 48"x48" PEG BOARD PROVIDED BY THE OWNER.
230 NEW TALL OPEN SHELVING CASEWORK, REFER TO
CASEWORK SCHEDULE ON SHEET A5.02.
231 INSTRUCTOR'S SMART PODIUM TO BE PROVIDED BY THE
OWNER.
232 NEW ELECTRICAL FLOOR BOX, REFER TO ELECTRICAL
DRAWINGS.
233 3/4" CONDUIT FOR POWER.
234 3/4" CONDUIT FOR DATA.
235 1" SPARE CONDUIT.
236 CARBON DIOXIDE GAS TANKS ON CART WITH CASTERS.
237 ARGON GAS TANKS ON CART WITH CASTERS
238 SELF-CONTAINED 5' x 5" WELDING BOOTH (PROVIDED BY
THE OWNER), TYPICAL FOR 9.
239 SELF-CONTAINED 6' x 6' ACCESSIBLE WELDING BOOTH
(PROVIDED BY THE OWNER), TYPICAL FOR 1
240 NEW PARTIAL HEIGHT WALL. REFER TO WALL SCHEDULE
ON SHEET A2.01 AND DETAIL 16 ON SHEET A2.05.
241 NEW TRENCH DRAIN, REFER TO PLUMBING DRAWINGS.

May 9, 2023
Item #6 Page 18 of 50
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<ti
0 0
<l <l <l <l <l <l
t--
·-·-·
0 --- ------0---
----0
\
n
LC
L CJj
0 /
-
□
=
0 0
WH
4 E
1' - 6"
A2.04
20a
20c
A2.03
A2.03
6 1
A2.03
2 3
A2.03 4
5 A2.03
7 8
A2.03
9 10
Women
22 Men
21 E213
E213
E204 E209E219
E203
E202
E206
E207E208
E201
E205
E225
E216
E216
E205
E225
E205
E201
E217E221
E222
E221
E221 E222
E217
E220
2' - 0"
3' - 0"
E239
E239
4"
(E)
1' - 5 5/8"
(E)
1' - 6"
2' - 10" (E)
3' - 4" (E)
E220E215
E204
E210
E213
E202 E201
(E)
1' - 6"
2' - 9" (E)
2' - 0" 1' - 0" 6"
E201
E205
MIN.
5' - 0" MIN.
1' - 0" 3' - 6" (E)
MIN.
4' - 6" (E)
2' - 9" (E)
(E)
9"
1' - 7" (E)
E201
E205
E216
E221
E217
E221
E222
E221
E222
1' - 5"
E201
E220
(E)
1' - 6"
(E)
1' - 5 5/8"E202 E203
E219
E215
2' - 10" (E)
3' - 4" (E)
E204
E210
(E)
1' - 6"
2' - 9" (E)
E201
E225
CLR.
5' - 0" MIN.
2' - 0"1' - 0"6"
(E)
9"
1' - 7" (E)
2' - 9" (E)
3' - 6" (E) 1' - 0"
MIN.
4' - 6" (E)
E201
E216
E205
9" MIN.
1' - 0"
E221
E222
E221
E221
E217
E222
4' - 0"
1' - 6" 1' - 6"
A2.03
11 12
13 14
5' - 0"
6' - 6"
4' - 0"
2' - 6"
E232
E228
E233
E231
E229
E227
E229E234
3' - 4"
2' - 10"
4' - 0"
E236 E232 E228
E238
3' - 6"
2' - 9"
3' - 0" 6"
3' - 4"
2' - 10"
3' - 4"
E233
E231
E228
E236
E229
E227
1' - 6"
MIN.
2' - 0"
MIN.
1' - 0"
E238
6 3/8"
3' - 6"1' - 0"
MIN.
4' - 6"
2' - 9"
9"
1' - 7"
3' - 4"
4' - 0"
E236E230
E229E235
E227 E234
1' - 11"
2' - 7"
4' - 6 3/8"
E236

INTERIOR ELEVATION REFERENCE
11a
A5.01

ELEVATION REFERENCE
NUMBER

ARCHITECTURAL SHEET

NUMBER WHERE ELEVATION

IS SHOWN
(a)
(b)
(c)
(d)

TYPICAL ELEVATION

ORIENTATION REFERENCE
(FINISH SCHEDULE)
11b
11c
11d

ENLARGED PLANS GENERAL NOTES

1. ALL DIMENSIONS ARE TO FACE OF FINISH, UNLESS
OTHERWISE NOTED.

2. AREAS WITH FLOOR DRAINS SHALL HAVE 2% MAXIMUM
SLOPE IN ALL DIRECTIONS.

3. REFER TO SHEET A2.04 FOR TYPICAL ACCESSORY

MOUNTING LOCATIONS AND HEIGHTS, UNLESS
OTHERWISE NOTED.
1 32 4
A
1 2 3 4
5 5
P.O. BOX 1120

VISTA, CA
92085-1120
(760) 941-4647
www.mjkarchitecture.com
CONSULTANT:

MJK

ARCHITECTURE
MICHAEL J. KANTARCHITECT

A PROFESSIONAL CORPORATION
PROJECT NAME:

PROJECT ADDRESS:
6 6
B
C
D
E

AGENCY APPROVAL
SHEET NO:

SHEET TITLE:

PROJECT NO:

CAD DWG FILE:

DRAWN BY:

CHK'D BY:

DESCRIPTIONDATEMARK
DATE:

MJK ARCHITECTURE2022
REV NO:

REVISIONS:
. . .
. . .
. . .
. . .
. . .
. . .

TECHNICAL
CAREER

INSTITUTE -
TENANT

IMPROVEMENTS
2075 LAS PALMAS
DRIVE

CARLSBAD, CA,
92011
A2.03

ENLARGED

RESTRM PLAN(S) /
ELEV.
2021-07.02
MJK
MJK
AUGUST 30, 2022 PLAN CHK.
3/8" = 1'-0"
A Enlarged Floor Plan - Women 23 & Men 24
3/8" = 1'-0"
1 Elevation 23 - c
3/8" = 1'-0"
2 Elevation 23 - e
3/8" = 1'-0"
3 Elevation 23 - f
3/8" = 1'-0"
4 Elevation 23 - h
3/8" = 1'-0"
5 Elevation 23 - i
3/8" = 1'-0"
6 Elevation 24 - a
3/8" = 1'-0"
7 Elevation 24 - e
3/8" = 1'-0"
8 Elevation 24 - f
3/8" = 1'-0"
9 Elevation 24 - g
3/8" = 1'-0"
10 Elevation 24 - h
3/8" = 1'-0"
B Enlarged Floor Plan - Restroom 63
3/8" = 1'-0"
11 Elevation 63 - a
3/8" = 1'-0"
12 Elevation 63 - b
3/8" = 1'-0"
13 Elevation 63 - c
3/8" = 1'-0"
14 Elevation 63 - d

ENLARGED RESTROOM KEY NOTES
K
ey Value Keynote Text
E201 EXISTING ACCESSIBLE TOILET: KOHLER "HIGHCLIFF"
#K
-4368, HEIGHT TO RIM 17-1/2", WITH LUSTRA SEAT.

PROVIDED WITH AUTOMATIC SLOAN OPTIMA PLUS
FLUSHOMETER #8111. (CBC 11B-604).

E202 EXISTING TOILET: KOHLER "WELCOMME" #K-4350 WITH
LUSTRA SEAT. PROVIDED WITH AUTOMATIC SLOAN
OPTIMA PLUS FLUSHOMETER #8111.

E203 EXISTING URINAL: KOHLER DEXTER #K-5016-T TOP
SPUD URINAL. PROVIDED WITH AUTOMATIC SLOAN
OPTIMA PLUS FLUSHOMETER #8186. MOUNTED WITH
RIM 17" MAXIMUM ABOVE THE FINSIH FLOOR. (CBC
11B-605).

E204 EXISTING LAVATORY: KOHLER SELF RIMMING SINK
"PENNINGTON" #K-2196 WITH SLOAN OPTIMA
AUTOMATIC HAND WASHING FAUCET 8" CENTERS
#EFT-600.

E205 EXISTING GRAB BARS: BOBRICK SERIES B-6806, 36"
LONG AT BACK, 42" LONG AT SIDE.

E206 EXISTING SEAT COVER / TOILET PAPER DISPENSER:

BOBRICK B-347. MOUNTS THROUGH RESTROOM
PARTITIONS.

E207 EXISTING SEAT COVER / TOILET PAPER DISPENSER /
SANITARY NAPKIN DISPOSAL: BOBRICK B-357. MOUNTS
THROUGH RESTROOM PARTITIONS.

E208 EXISTING SEAT COVER / TOILET PAPER DISPENSER /
SANITARY NAPKIN DISPOSAL: BOBRICK B-3579.

SURFACE MOUNTED.

E209 EXISTING SOAP DISPENSER: BOBRICK B-4112 CONTURA.

SURFACE MOUNTED.

E210 EXISTING SOAP DISPENSER: BOBRICK B-8221.

COUNTER MOUNTED.

E213 EXISTING PAPER TOWEL DISPENSER / TRASH COMBO:

BOBRICK B-3944. RECESSED.

E215 EXISTING MIRROR: BOBRICK CHANNEL FRAME 72" X 36"
B-165-7236.

E216 EXISTING TOILET PAPER DISPENSER: BOBRICK B-3888.

RECESSED, DOUBLE ROLL.

E217 EXISTING ROB HOOK STRIP: BOBRICK B-232 X 24.

E219 EXISTING URINAL SCREEN TO REMAIN.

E220 EXISTING TOILET PARTITIONS TO REMAIN.

E221 EXISTING SHOWER CURTAIN AND ROD TO REMAIN.

E222 EXISTING PREFABRICATED ACCESSIBLE SHOWER
ENCLOSURE TO REMAIN. (CBC 11B-608).

E225 EXISTING SEAT COVER DISPENSER: BOBRICK B-221.

SURFACE MOUNTED.

E227 EXISTING ACCESSIBLE TOILET. REFER TO PLUMBING
DRAWINGS.

E228 EXISTING ACCESSIBLE LAVATORY. REFER TO
PLUMBING DRAWINGS AND DETAILS 9 AND 14 ON SHEET
A2.04.

E229 EXISTING GRAB BAR: BOBRICK SERIES B-6806, 36"
LONG AT BACK, 42" LONG AT SIDE. MOUNT AT + 2' - 9"
AFF TO CENTERLINE OF GRAB BAR. REFER TO DETAIL
13/A2.04.

E230 EXISTING TOILET SEAT COVER DISPENSER: BOBRICK
B-221. SURFACE MOUNTED. REFER TO DETAIL 15/A2.04.

E231 EXISTING SOAP DISPENSER: BOBRICK B-4112 CONTURA.

SURFACE MOUNTED. REFER TO DETAIL 15/A2.04.

E232 EXISTING PAPER TOWEL DISPENSER: BOBRICK B-35903.

RECESSED. REFER TO DETAIL 15/A2.04.

E233 EXISTING MIRROR: BOBRICK CHANNEL FRAME 24" X 36"
B-165-2436. REFER TO DETAIL 15/A2.04.

E234 EXISTING TOILET PAPER DISPENSER: BOBRICK B-3888.

RECESSED DOUBLE ROLL. REFER TO DETAIL 15/A2.04.

E235 EXISTING SANITARY NAPKIN DISPOSAL: BOBRICK B-353.

RECESSED. REFER TO DETAIL 15/A2.04.

E236 EXISTING CERAMIC TILE WAINSCOT. REFER TO DETAILS
18 AND 19 ON SHEET A2.04.

E238 EXISTING INSULATION BOOT AT LAVATORY WASTE AND
HOT WATER SUPPLY LINES. THERE SHALL BE NO SHARP

OR ABRASIVE SURFACES UNDER LAVATORIES OR
SINKS.

E239 EXISTING DOOR TO REMAIN.

THIS SHEET PROVIDED FOR
REFERENCE ONLY. ALL WORK

SHOWN IS EXISTING
May 9, 2023
Item #6 Page 19 of 50
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LR.

METAL STUD FRAMING
GYP. WALL BOARD
16 GA. BACKING TRACKPER DETAIL
SHT. METAL SCREW
1-1/2" DIA. GRAB BAR SEE

REST ROOM ENLARGEMENTAND ELEVATIONS

CERAMIC TILE OVER

CEMENTITIOUS BACKER
UNIT
40" MAX
34" MAX
29" MIN.
27" MIN.

MIN.
8" MIN. KNEE

CLEARANCE
6" MAX. TOE
CLEARANCE17" MIN.
18" MIN.
30" MIN.
48" MIN.
9"

HOT WATER AND DRAIN PIPES UNDER ACCESSIBLE

LAVATORIES SHALL BE INSULATED OR OTHERWISE
COVERED. THERE SHALL BE NO SHARP OR

ABRASIVE OBJECTS OR SURFACES UNDER
LAVATORIES.

BURNING CHARACTERISTICS OF INSULATION:

FLAME SPREAD < 25
SMOKE DEVELOPED < 50

AREA NOT HATCHED BELOW LAVATORY SHALL BE
ACCESSIBLE AND CLEAR.
3 D
A2.04
19a
A2.04
20a
19b
19c
19d
20b
20c
20d 1' - 6"
E201E201
E205
E205
E212
E205
1' - 6"
E204
E204
E210
E214
E214
E210
2' - 6"
4' - 0"
MIN.
5' - 0"
1' - 0"
(56" MIN.)
5' - 2" MIN.
4' - 0"
Restroom
16 Restroom
17 E218
2' - 9" (E)
(E)
9"
1' - 7" (E)
3' - 6" (E)
(E)
1' - 0"
MIN.
4' - 6" (E)
E205
E218
E201
E216
(E)
1' - 6"
2' - 9" (E)
2' - 10" (E)
3' - 4" (E)
2' - 0"1' - 0"6"
3' - 4"
E214
E210
E204
E212
E205
E211
E201
E218
(E)
1' - 6"
2' - 10" (E)
(29" MIN.)
2' - 8 1/2" (E)
2' - 3"
9"
8"
E223
E218
E204
E224
3' - 4" (E)
2' - 9" (E)
(E)
1' - 6"
2' - 10" (E)
(E)
1' - 6"
E205
E201
E204
E210
E214
E212
E218
EXIST. TOILET SEAT

COVER DISPENSER,

RELOCATE TO

LOCATION SHOWN
ON ELEV. 20-b
2' - 9" (E)
(E)
9"
1' - 7" (E)
1' - 0" 3' - 6" (E)
MIN.
4' - 6" (E)
E205
E216
E218
3' - 4" (E)
D211

RELOCATE

TO THIS

LOCATION
E218
9"
2' - 10" (E)
(29" MIN.)
2' - 8 1/2" (E)
2' - 3"
8"E224
E204
E218
E223

WOOD STUDS PER

WALL LEGENDS

WOOD STUDS PER

WALL LEGENDS
4" x 18 GA. MTL.

HORIZONTAL BACKING

STRIP (LENGTH AS

REQUIRED)
(3) - #10 SHEET METAL

SCREWS TO EACH STUD
TYPICAL BACKING 1"=1'-0"
IWL-105A 8
1' - 6"
2' - 3" MIN.
2' - 5" CLR.
2' - 8" (34" MAX.)
2' - 6"
3' - 4" MAX.
2' - 6" CLR.

MIRROR

TO BOTTOM OF

REFLECTIVE

SURFACE
9" x 17" DEEP TOE CLEARANCE
PER CBC SECTION 1115B

PROTECT HOT WATER SUPPLY

AND DRAIN PIPING WITH HEAT

INSULATION BOOT

LAVATORY

SOAP DISPENSER
ACCESSIBLE LAVATORY 1/2"=1'-0"
IHC-102 9
14" MIN.
36" MIN. IF PARTITION DEPTH EXCEEDS 24"
30" MIN.CLR.
24" MAX.
44"@ MENS
17"@ MENS
14" MIN.

FINISH FLOOR

URINAL SCREEN
(WHERE OCCURS)
4' - 0"
ACCESSIBLE URINAL 1/2"=1'-0"
IHC-105 10
8 A2.04
GRAB BAR ATTACHMENT 3"=1'-0"
IHC-112a 13
ACCESSIBLE LAV. CLEARANCES 1/4"=1'-0"
IHC-114 14
(#B-37063)
(#B-165)
(#B-4112)
(#B-33944)(#B-35903)
40" AFF
24"
MIN. 19" TO

OF LOWEST ROLL
40" AFF
2'-3" AFF
36" AFF
MIN.

TO BOTTOM OF

REFLECTING SURFACE
4 0" AFF

NAPKIN /
TAMPON
VENDOR
MIRROR
HAND
DRYER
SOAP

DISPENSER
PAPER
TOWEL

DISPENSER

TOILET TISSUE & SEAT

COVER DISPENSER

WATER COOLER /

DRINKING FOUNTAIN

VERIFY MOUNTING

HEIGHT W/ JOB

CONDITIONS

BUBBLER
FINISH
FLOOR
FINISH
FLOOR

RECESSED PAPER
TOWEL

DISPENSER
ACCESSORIES MOUNTING HGTS. 1/4"=1'-0"
IHC-108 15
NOTE
:

MODEL NUMBERS SHOWN ARE FOR "BOBRICK" WASHROOM ACCESSORIES. OTHER MANUFACTURER'S ACCESSORIES MAY BE USED IF EQUAL TO THE PRODUCT SHOWN.

HIGHEST OPERABLE
PART
19" MIN.
19 A2.04
4' - 0" A.F.F.

BULL NOSE TILE AT

TOP OF WAINSCOT

STANDARD WALL
TILE (4" x 4")
COLOR 1
ACCENT
TILE (2" x 2")
COLOR 2

STANDARD WALL
TILE (4" x 4")
COLOR 1
ACCENT
TILE (2" x 2")
COLOR 4
ACCENT
TILE (2" x 2")
COLOR 3
TILE ACCENT BAND 1-1/2"=1'-0"
IWL-309m 18

WATER RESISTANT

GYPSUM BOARD

CERAMIC TILE
MORTAR

BOND COAT

TILE BACKER BOARD
BY DRYWALL CONTR.

SAME THINKNESS AS
GYP. BOARD ABOVE

WATER PROOF

PAPER BY TILE

CONTRACTOR

FRAMING
TCA W244
CERAMIC TILE WAINSCOT 3"=1'-0"
IWL-310n1 19

INTERIOR ELEVATION REFERENCE
11a
A5.01

ELEVATION REFERENCE
NUMBER

ARCHITECTURAL SHEET

NUMBER WHERE ELEVATION

IS SHOWN
(a)
(b)
(c)
(d)

TYPICAL ELEVATION

ORIENTATION REFERENCE
(FINISH SCHEDULE)
11b
11c
11d

ENLARGED PLANS GENERAL NOTES

1. ALL DIMENSIONS ARE TO FACE OF FINISH, UNLESS
OTHERWISE NOTED.

2. AREAS WITH FLOOR DRAINS SHALL HAVE 2% MAXIMUM
SLOPE IN ALL DIRECTIONS.

3. REFER TO SHEET A2.04 FOR TYPICAL ACCESSORY

MOUNTING LOCATIONS AND HEIGHTS, UNLESS
OTHERWISE NOTED.
1 32 4
A
1 2 3 4
5 5
P.O. BOX 1120

VISTA, CA
92085-1120
(760) 941-4647
www.mjkarchitecture.com
CONSULTANT:

MJK

ARCHITECTURE
MICHAEL J. KANTARCHITECT

A PROFESSIONAL CORPORATION
PROJECT NAME:

PROJECT ADDRESS:
6 6
B
C
D
E

AGENCY APPROVAL
SHEET NO:

SHEET TITLE:

PROJECT NO:

CAD DWG FILE:

DRAWN BY:

CHK'D BY:

DESCRIPTIONDATEMARK
DATE:

MJK ARCHITECTURE2022
REV NO:

REVISIONS:
. . .
. . .
. . .
. . .
. . .
. . .

TECHNICAL
CAREER

INSTITUTE -
TENANT

IMPROVEMENTS
2075 LAS PALMAS
DRIVE

CARLSBAD, CA,
92011
A2.04

ENLARGED
RESTRM. PLAN(S) /
ELEV. / DETAILS
2021-07.02
MJK
MJK
AUGUST 30, 2022 PLAN CHK.
3/8" = 1'-0"
A Enlarged Floor Plan - Restrooms 19 & 20
3/8" = 1'-0"
19a Elevation 19 - a
3/8" = 1'-0"
19b Elevation 19 - b
3/8" = 1'-0"
19c Elevation 19 - c
3/8" = 1'-0"
19d Elevation 19 - d
3/8" = 1'-0"
20a Elevation 20 - a
3/8" = 1'-0"
20b Elevation 20 - b
3/8" = 1'-0"
20c Elevation 20 - c
3/8" = 1'-0"
20d Elevation 20 - d

ENLARGED RESTROOM KEY NOTES
K
ey Value Keynote Text
E201 EXISTING ACCESSIBLE TOILET: KOHLER "HIGHCLIFF"
#K
-4368, HEIGHT TO RIM 17-1/2", WITH LUSTRA SEAT.

PROVIDED WITH AUTOMATIC SLOAN OPTIMA PLUS
FLUSHOMETER #8111. (CBC 11B-604).

E204 EXISTING LAVATORY: KOHLER SELF RIMMING SINK
"PENNINGTON" #K-2196 WITH SLOAN OPTIMA
AUTOMATIC HAND WASHING FAUCET 8" CENTERS
#EFT-600.

E205 EXISTING GRAB BARS: BOBRICK SERIES B-6806, 36"
LONG AT BACK, 42" LONG AT SIDE.

E210 EXISTING SOAP DISPENSER: BOBRICK B-8221.

COUNTER MOUNTED.

E211 EXISTING SEAT COVER DISPENSER: BOBRICK B-3013.

RECESSED.

E212 EXISTING PAPER TOWEL DISPENSER: BOBRICK B-35903.

RECESSED.

E214 EXISTING MIRROR: BOBRICK CHANNEL FRAME 24" X 36"
B-165-2436.

E216 EXISTING TOILET PAPER DISPENSER: BOBRICK B-3888.

RECESSED, DOUBLE ROLL.

E218 EXISTING CERAMIC TILE WAINSCOT TO REMAIN.

E223 EXISTING DOOR, FRAME AND HARDWARE TO REMAIN.

E224 DASHED LINE INDICATES REQUIRED KNEE SPACE
CLEARANCE BELOW COUNTERTOP.

THIS SHEET PROVIDED FOR
REFERENCE ONLY. ALL WORK

SHOWN IS EXISTING
May 9, 2023
Item #6 Page 20 of 50
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• I// ~-
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. . '
X /
X /
X. / X
0 3-1/2"x 20 GA. MTL.S TUD HORIZONTALBACKING (LENGTHAS REQUIRED) (3) - #10 SCREWS

TO EACH STUD
20 GA. METAL STUDS
LOCATED @ WALL

HUNG ITEMS-
SIZE AND SPACINGAS SCHEDULED ONWALL LEGEND.

DOUBLE STUDS OR
NOTCHFLANGES@ STUDS, TYP.

LC LC
P

EDIMAT INSERT STYLES
19C018XXX
C
ARPET

EXTERIOR HEAVY-DUTY
CARPET
19C010XXX
M1EC M1HC
VINYL
19V002XXX
M1V

SECTION X-X

SECTION Y-Y

TYPICAL PLAN VIEW

EXTRUDED ALUMINUM
C

ONNECTING RAIL
(17A009XXX)

SQUARE END VINYL
1" (25.4mm) WIDE (17V011XXX)
2" (50.8mm) WIDE (17V012XXX) RIGID VINYL / ACRYLIC
CARRIER w/ COEXTRUDED

SOFT DUROMETER PVC
CUSHIONS (17N001108)
1"
[25.4mm]
2"
[50.8mm]

DIM 'B'

PEDIMAT LENGTH

TRAFFIC DIRECTION

DIM 'A'

PEDIMAT WIDTH

LATEX SCREED
(BY OTHERS)

MASONRY LAG FASTENER
(90H066004)
24" (609.6mm) O.C

ALUMINUM LEVEL
BASE FRAME (17A003XXX)
3/4"
[19.1mm]
1/2"
[12.7mm]
1/4"
[6.4mm]
X
Y

DIM 'B'

PEDIMAT LENGTH

TRAFFIC DIRECTION

DIM 'A'

PEDIMAT WIDTH
X
Y
1/4"
[6.4mm]
TYPICAL METAL STUD PARTITION 3"=1'-0"
WFR-401 2
MIN.
6"PER CEILING PLAN / ROOM FINISH SCHEDULE
CONT. BEAD OF SEALANT
METAL STUD RUNNER w/
POWDER DRIVEN "RAMSET"
PINS @32" O.C. & 6" FROM
ENDS - 2 PINS PER TRACK MIN.
(ESR-1799)

TOPSET RUBBER WALL BASE

EACH SIDE PER ROOM FINISH

SCHEDULE
5/8" TYPE "X" GYPSUM BOARD

EACH SIDE
3-5/8" 20 GA. METAL STUDS
@16" O.C.

R-11 SOUND BATT INSULATION

IN WALL CAVATY

SUSPENDED ACOUSTICAL TILE

CEILING PER REFLECTED CEILING

PLAN AND ROOM FINISH

SCHEDULE

CEILING WALL ANGLE

METAL STUD WALL BRACING
@ 45 DEGREES TO WALL.

ATTACH TO STRUCTURE ABOVE.

CLIP FLANGES AND SCREW
WEB TO STRUCT. MEMBER
w/ (2) 1-1/4" TYPE 'S' DRWALL
SCREWS 2-1/2" 25 GA.
@ 4'-0" O.C. (ALTERNATE SIDES)

EXTEND SOUND BATT INSULATION
3'-0" EA. SIDE OF PARTITION
TYP. WALL TO FLR. CONNECTION 3"=1'-0"
IFL-306 9
5/8" GYP. BOARD EA. SIDE (TYPE 'X'

WHERE REQUIRED PER PLANS) ON
METAL STUD FRAMING (SIZE AND GA. AS

SHOWN ON PLANS)
CONT. 20 GA. BOTTOM TRACK, SIZE TO
MATCH METAL STUD FRAMING. ATTACH

TO FLOOR WITH POWDER DRIVEN OR
EXPANSION TYPE ANCHORS ("RAMSET"
SHOT PINS AT 32" O.C. & 6" FROM ENDS - 2
PINS PER TRACK, MIN. (ESR-1799)

SCREW ATTACHMENT AT EACH FLANGE
(TYP.)

PER PLANS
WIDTH
1/4" CONT. BEAD OF SEALANT

CRIPPLE STUDS, SIZE AND

GAGE TO MATCH WALL

FRAMING

JAMB, SIZE AND

GAGE TO MATCH

WALL FRAMINGJAMB, SIZE AND GAGE TO

MATCH WALL FRAMING

HEADER, REFER TO

DETAILS

SILL, SIZE AND GAGE

TO MATCH WALL

FRAMING
TOP TRACK. SIZE AND

GAGE TO MATCH

WALL FRAMING

BOTTOM TRACK,

METAL STUD
RUNNER w/

POWDER DRIVEN
"RAMSET" PINS @32
" O.C. & 6" FROM
ENDS, 2 PINS MIN.

PER TRACK
(ESR-1799)

TYPICAL STUDS,
3-5/8" 20 GA. METAL
STUDS AT 16" O.C.

NON-BEARING WDW. OPENING 1/2"=1'-0"
WFR-402 3

CRIPPLE STUDS, SIZE AND

GAGE TO MATCH WALL

FRAMING

JAMB, SIZE AND

GAGE TO MATCH

WALL FRAMINGJAMB, SIZE AND GAGE TO

MATCH WALL FRAMING

HEADER, REFER TO

DETAILS
TOP TRACK. SIZE AND

GAGE TO MATCH

WALL FRAMING

BOTTOM TRACK,

METAL STUD
RUNNER w/

POWDER DRIVEN
"RAMSET" PINS @32
" O.C. & 6" FROM
ENDS, 2 PINS MIN.

PER TRACK
(ESR-1799)

TYPICAL STUDS,
3-5/8" 20 GA. METAL
STUDS AT 16" O.C.

NON-BEARING DOOR OPENING 1/2"=1'-0"
WFR-403 4

METAL STUD CORNER FRAMING NONE
WFR-404 5

SCREWS AS REQUIRED
TYPICAL STUDS, 3-5/8" 20
GA. METAL STUDS AT 16"
O.C.

METAL STUD BOXED HEADER 1"=1'-0"
WFR-405 6

BOXED HEADER,
SIZE

AND GAGE TO

MATCH WALL

FRAMING

SCREWS AS REQUIRED
SCREWS AS REQUIREDJAMB, 3-5/8" 20 GA.

METAL STUD

TRACK PIECE, SIZE AND GAGE

TO MATCH WALL FRAMING,

SCREWS TO JAMB & BOXED

HEADER AS REQUIRED

SUPPORT CLIP W/

SCREWS AS

REQUIRED
METAL STUD HEADER DETAIL 1"=1'-0"
WFR-406 7
JAMB, 3-5/8" 20 GA METAL STUDS
SUPPORT CLIP w/
SCREWS

AS REQUIRED

SUPPORT CLIP W/ SCREWS

AS REQUIRED

HEADER, SIZE AND GAGE

TO MATCH WALL FRAMING
JACK STUD, 3-5/8" 20

GA METAL STUDEXISTING CRIPPLE STUDS

EXISTING
JAMB

EXISTING JAMB

EXISTING HEADER

NEW CRIPPLE STUDS,

SIZE AND GAGE TO

MATCH WALL

FRAMING

EXISTING TOP TRACK

NEW BOTTOM

TRACK, METAL
STUD RUNNER w/

POWDER DRIVEN
"RAMSET" PINS @32
" O.C. & 6" FROM
ENDS, 2 PINS MIN.

PER TRACK
(ESR-1799)

EXISTING WALL
STUDS, 3-5/8" 20 GA.

METAL STUDS AT
16" O.C.

INFILL EXIST. DOOR OPENING 1/2"=1'-0"
WFR-407 8
TYPICAL BACKING 1"=1'-0"
IWL-106 10
ACOUS. PANELS AT STUD WALLS 3"=1'-0"
IWL-115M 11

ACOUSTICAL WALL PANELS PER

SPECIFICATIONS AND INTERIOR

ELEVATIONS
3" PAINTED SHEET METAL SCREWS
AT 16" O.C. MAX. EA. WAY TO STUDS
OR BACKING, TYP.

METAL STUD FRAMING AT 16" O.C.,
TYP.

BEVEL EDGE

GYPSUM BOARD PER FINISH SCHEDULE

NEW INTERIOR

WALL PER PLAN

FINISH PER FINISH

SCHEUDLE

NEW GYPSUM

BOARD BER PLAN

CUT EXISTING WALL FINISH &
GYP. BD. AS NECESSARY TO

PREFORM NEW WORK -

TRANSITION BETWEEN NEW &

EXISTING SHALL BE

UNNOTICABLE AFTER FINISH

EXISTING METAL

STALL WALL

ADD STUDS FOR

BACKING WHERE

NECESSARY
NEW TO EXIST. WALL CONNECTION 1"=1'-0"
IWL-126m 12
MARKERBOARD / CHALKBOARD 6"=1'-0"
IWL-202M 13 4' - 0", TYP.3' - 0", U.O.N.
2" MOUNTING ANGLE, 24" O.C. TOP

AND BOTTOM ONLY

MAP RAIL

MARKERBOARD
#12 SHT. METAL SCREWS
AT 12" O.C.

EXTRUDED ALUMINUM

CHALK TRAYGYPSUM BOARD PER ROOM

FINISH SCHEDULE

METAL STUD BACKING AT EACH

MOUNTING ANGLE
10 A2.05

PROJECTION
4" MAX.

WALK-OFF ENTRANCE MAT 1/8" = 1'-0"
IFL-110 15
EXIST. CONC. SLAB,

GRIND AS REQUIRED

FOR NEW WALK-OFF
MAT. PROVIDE SELF
LEVELING CONC.

AROUND PERIMETER

TO PROVIDE FLUSH
TRANSITION.

EXIST. CONC. SLAB,

GRIND AS REQUIRED

FOR NEW WALK-OFF
MAT. PROVIDE SELF
LEVELING CONC.

AROUND PERIMETER

TO PROVIDE FLUSH
TRANSITION.

NOTE: BASIS OF DESIGN IS "CONSTRUCTION SPECILATIES, INC." PEDIMAT M1 WITH ALIMINUM BASE FRAME F.E. ON WALL BRACKET 3/4"=1'-0"
IWL-401a 14
MAX. TO OPERATING MECHANISM
4' - 0"

ABOVE FINISH FLOOR
27" MAX.

FINISH FLOOR

FIRE EXTINGUISHER

WALL BRACKET,

FASTENER INTO WALL

STUD OR BACKING

FIRE EXTINGUISHER

PER SPECIFICATIONS
PARTIAL HEIGHT WALL 1"=1'-0"
IWL-413 16
3' - 6", U.N.O.3" 1' - 6"
3/16"

WALL FINISH PER

SCHEDULE
2x6 WOOD STUDS @ 16" O.C.
1/4" PL. 4" x 10" w/ 2-1/2" ⌀

MACHINE BOLTS (COUNTER

SINK AT TOP)
3" x 3" STEEL COLUMN AT
6'-0" O.C., MAX.
6" HIGH CONCRETE CURB
1/4" PL., WELD TO COLUMN

AS NOTED ABOVE

NEW CONCRETE FOOTING,

SAWCUT EXISTING SLAB AS

REQUIRED
1 32 4
A
1 2 3 4
5 5
P.O. BOX 1120

VISTA, CA
92085-1120
(760) 941-4647
www.mjkarchitecture.com
CONSULTANT:

MJK

ARCHITECTURE
MICHAEL J. KANTARCHITECT

A PROFESSIONAL CORPORATION
PROJECT NAME:

PROJECT ADDRESS:
6 6
B
C
D
E

AGENCY APPROVAL
SHEET NO:

SHEET TITLE:

PROJECT NO:

CAD DWG FILE:

DRAWN BY:

CHK'D BY:

DESCRIPTIONDATEMARK
DATE:

MJK ARCHITECTURE2022
REV NO:

REVISIONS:
. . .
. . .
. . .
. . .
. . .
. . .

TECHNICAL
CAREER

INSTITUTE -
TENANT

IMPROVEMENTS
2075 LAS PALMAS
DRIVE

CARLSBAD, CA,
92011
A2.05

FLOOR PLAN

DETAILS
2021-07.02
MJK
MJK
AUGUST 30, 2022 PLAN CHK.

May 9, 2023
Item #6 Page 21 of 50
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Level 1
0"
E F G
5' - 10 3/4"11 1/4" 4' - 10" 4' - 10" 4' - 10" 4' - 10" 4' - 10" 5' - 10" 4' - 10" 4' - 10" 4' - 10" 4' - 10" A5.01
3 TYP.
501
502
503
504
Level 1
0"
EFG
EQEQ
EQEQ
2' - 8" 2' - 8"3' - 5 3/8" 3' - 5 3/8" 3' - 5 3/8"

FIELD VERIFY FIELD VERIFY

EXISTING GLAZING TO BE RE-USED
IN THE LOWER WINDOW SECTIONS.

NEW OPERABLE WINDOW.

USE PORTION OF EXIST.

WINDOW GLAZING IF
POSSIBLE.

NEW HORIZONTAL
MULLION505 505
501
506
507

GENERAL NOTES

LEGEND KEY
1 A-5.01

ELEVATION REFERENCE
NUMBER

ARCHITECTURAL SHEET

NUMBER WHERE ELEVATION

IS SHOWN
a
b
c
d

TYPICAL ELEVATION

ORIENTATION REFERENCE

1. NOT ALL KEY NOTES MAY BE NECESSARILY USED OR
REFERENCED.

2. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. MINOR DEVIATIONS MAY OCCUR WITHIN

TYPICAL ROOMS AND SHALL BE TREATED AS A SIMILAR
CONDITION.

3. REFERENCE SHEET D-9001 FOR TYPICAL CABINET DETAILS.

4. REFERENCE SHEET D-9001 FOR TYPICAL CABINET WALL
BACKING DETAILS. WALL BACKING IS REQUIRED AT ALL
CABINET LOCATIONS.

5. THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING

POWER, DATA AND PHONE OUTLETS IN EACH ROOM AND

PROVIDE CHASES WITH THE CASEWORK AND GROMMETS AS
REQUIRED TO ACCOMODATE THEIR EXACT LOCATIONS.

6. AT ACCESSIBLE SINK LOCATIONS, PROVIDE DISABLED ACCESS BEHIND CABINET DOORS; 27" MIN. HEIGHT CLEARANCE FROM
FLOOR TO UNDERSIDE OF COUNTER, SINK OR OBSTRUCTION;
32" MIN. WIDTH CLEAR SPACE. INSULATE HOT WATER AND
WASTE PIPES WHERE OCCURS. NO TOE KICK AT CASEWORK
FOR WHEELCHAIR ACCESS. HEIGHT TO TOP OF CONTERTOP IS
34" TYPICAL. REFER TO DETAIL 9 ON SHEET D-9001.

7. ACCESSIBLE WORK STATIONS - 27" MIN. HEIGHT CLEARANCE

FROM FLOOR TO UNDERSIDE OF COUNTERTOP/KEYBOARD
TRAY WITH 30" MIN. WIDTH CLEAR SPACE, AND 19" DEEP PER
CBC SECTION 1122B.3.

8. (N.I.C.) INDICATES NOT IN CONTRACT AND IS EITHER BEING

PROVIDED BY THE OWNER OR IS PART OF THE MAIN CAMPUS
MODRNIZATION PROJECT (A#04-110217)
4' - 10"
1' - 0 1/2"5' - 3 1/2"1' - 10 1/8"
7' - 1 5/8"
8' - 2 1/8"
120V ELEC.

OUTLET AT +18"

ARGON GAS OUTLET

MIXED GAS OUTLET

METAL WELDING

TABLE BY OWNER
(REDUCED IN WIDTH
TO 55")

WELDING BOOTH BACK
PANEL (12 GA. DOUBLE
PANEL)

WELDING BOOTH

FRONT TOP RAIL

CROSS HATCHING

INDICATES AREA FOR

WALL MOUNTED FUME

EXTRACTOR
120V ELEC. OUTLET
AT + 7'-6"
120V ELEC. OUTLET
AT +7'-6"

CROSS HATCHING

INDICATES BOOTH

MOUNTED WORK
LIGHT

1.5 KVA ENCAPSULATED

BUCK BOOST TRANSFORMER
60 AMP / 2P DISCONNECT
40 AMP ELEC.

OUTLET AT +18"
5' - 9"
Level 1
0"
BC
2' - 10 3/8"
4' - 0" 4' - 0" 4' - 0" 4' - 0"
2' - 6"1' - 8"2' - 10"
4' - 0" 4' - 0" 4' - 0" 4' - 0" 2' - 10 3/8" +/-
48 102
3324
L
48 102
3324
L
48 102
3324
L
48 155
3324
48 302
3013
L
48 302
3013
L
48 302
3013
L
48 302
3013
L
501
524527
528
1 32 4
A
1 2 3 4
5 5
P.O. BOX 1120

VISTA, CA
92085-1120
(760) 941-4647
www.mjkarchitecture.com
CONSULTANT:

MJK

ARCHITECTURE
MICHAEL J. KANTARCHITECT

A PROFESSIONAL CORPORATION
PROJECT NAME:

PROJECT ADDRESS:
6 6
B
C
D
E

AGENCY APPROVAL
SHEET NO:

SHEET TITLE:

PROJECT NO:

CAD DWG FILE:

DRAWN BY:

CHK'D BY:

DESCRIPTIONDATEMARK
DATE:

MJK ARCHITECTURE2022
REV NO:

REVISIONS:
. . .
. . .
. . .
. . .
. . .
. . .

TECHNICAL
CAREER

INSTITUTE -
TENANT

IMPROVEMENTS
2075 LAS PALMAS
DRIVE

CARLSBAD, CA,
92011
A5.01

INTERIOR

ELEVATIONS
2021-07.02
MJK
MJK
AUGUST 30, 2022 PLAN CHK.
3/8" = 1'-0"
1 Elevation 53 - b
3/8" = 1'-0"
2 Elevation 53 - d
1/2" = 1'-0"
3 Elevation - Welding Booth

INTERIOR ELEVATIONS KEY NOTES
K
ey Value Keynote Text
501 EXISTING WALL FINISH TO REMAIN. REFER TO ROOM
FI
NISH SCHEDULE.
502 EXISTING DOOR, FRAME AND HARDWARE TO BE
RELOCATED AND RE-INSTALLED AT THIS LOCATION.

REFER TO KEY NOTES ON SHEET A2.00 - DEMOLITION

FLOOR PLAN AND NEW WORK FLOOR PLAN ON SHEET
A2.01.
503 EXISTING FIRE EXTINGUISHER ON METAL WALL
BRACKET TO BE RELOCATED TO THIS LOCATION.

CONTRACTOR TO VERIFY EXTINGUISHER IS CHARGED
AND OPERATIONAL. FIRE EXTINGUISHER BRACKETS TO
COMPLY WITH CBC SECTION 906.7. REFER TO DETAIL
14/A2.05.
504 NEW FURRED WALL WITH NEW FINISH PER ROOM FINISH
SCHEDULE. REFER TO WALL SCHEDULE ON SHEET A2.01
- NEW WORK FLOOR PLAN.
505 EXISTING FIXED GLASS WINDOW TO MODIFIED. REMOVE

EXISTING GLAZING (TO BE RE-USED) AND INSTALL NEW
HORIZONTAL MULLION TO MATCH EXISTING. INSTALL

NEW OPERABLE WINDOW SECTION IN THE TOP SECTION
AS SHOWN.
506 NEW ELECTRICAL OUTLETS, REFER TO ELECTRICAL
DRAWINGS, TYPICAL.
507 NEW SURFACE MOUNTED CONDUIT AT EXISTING
TILT-UP CONCRETE WALL. PAINT TO MATCH WALL
COLOR, TYPICAL.
524 NEW CASEWORK AND COUNTERTOP, REFER TO
CASEWORK SCHEDULE ON SHEET A5.02.
527 NEW COUNTERTOP SINK. REFER TO PLUMBING
DRAWINGS.
528 AT ACCESSIBLE SINK LOCATIONS, PROVIDE DISABLED
ACCESS BEHIND CABINET DOORS; 27" MIN. HEIGHT

CLEARANCE FROM FLOOR TO UNDERSIDE OF COUNTER,
SINK OR OBSTRUCTION; 32" MIN. WIDTH CLEAR SPACE.

INSULATE HOT WATER AND WASTE PIPES WHERE
OCCURS. NO TOE KICK AT CASEWORK FOR
WHEELCHAIR ACCESS. HEIGHT TO TOP OF CONTERTOP
IS 34" TYPICAL. REFER TO GENERAL NOTE #6 0N SHEET
A5.01.
3/8" = 1'-0"
4 Elevation 7 - d
May 9, 2023
Item #6 Page 22 of 50
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c,J
Level 1
0"
2 6' - 4"
7' - 2"
9 C 508
509
510
511
512
513
525 523 524
526
Level 1
0"
C D E
514
515
516
517 518
518
519
Level 1
0"
2 7' - 0"
48 400
8424 48
400
8424
4' - 0" 4' - 0" 1' - 0"
9B
15' - 8 1/2"
520 502
521
522
Level 1
0"
CD
42 155
332448
176
3324
L
3' - 6"4' - 0"
2' - 10"
2' - 10"
3' - 6"
523
524 525

GENERAL NOTES

LEGEND KEY
1 A-5.01

ELEVATION REFERENCE
NUMBER

ARCHITECTURAL SHEET

NUMBER WHERE ELEVATION

IS SHOWN
a
b
c
d

TYPICAL ELEVATION

ORIENTATION REFERENCE

1. NOT ALL KEY NOTES MAY BE NECESSARILY USED OR
REFERENCED.

2. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. MINOR DEVIATIONS MAY OCCUR WITHIN

TYPICAL ROOMS AND SHALL BE TREATED AS A SIMILAR
CONDITION.

3. REFERENCE SHEET D-9001 FOR TYPICAL CABINET DETAILS.

4. REFERENCE SHEET D-9001 FOR TYPICAL CABINET WALL
BACKING DETAILS. WALL BACKING IS REQUIRED AT ALL
CABINET LOCATIONS.

5. THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING

POWER, DATA AND PHONE OUTLETS IN EACH ROOM AND

PROVIDE CHASES WITH THE CASEWORK AND GROMMETS AS
REQUIRED TO ACCOMODATE THEIR EXACT LOCATIONS.

7. ACCESSIBLE WORK STATIONS - 27" MIN. HEIGHT CLEARANCE

FROM FLOOR TO UNDERSIDE OF COUNTERTOP/KEYBOARD
TRAY WITH 30" MIN. WIDTH CLEAR SPACE, AND 19" DEEP PER
CBC SECTION 1122B.3.

8. (N.I.C.) INDICATES NOT IN CONTRACT AND IS EITHER BEING

PROVIDED BY THE OWNER OR IS PART OF THE MAIN CAMPUS
MODRNIZATION PROJECT (A#04-110217)

TYPICAL CABINET DESIGNATION
L
L
L
7' - 0"
WI 402
4' - 0"

WIDTH DIMENSION

WOODWORK INSTITUTE

REFERENCE NUMBER
"L" INDICATES LOCK

LOCATIONS

ACTUAL HEIGHT

DIMENSION
A-5.04
A-5.04 A5.04
8 56

LEGEND KEY
102 L
3633 24

CASEWORK REFERENCE TAG

WOODWORK INSTITURE

REFERENCE NUMBER
(CABINET DESIGN SERIES)
"L" INDICATES TO PROVIDES

LOCKS FOR CABINET(S)

CABINET WIDTH DIMENSION

CABINET HEIGHT DIMENSION

CABINET DEPTH DIMENSION
1 A-5.01

ROOM FINISH SCHEDULE

ELEVATION REFERENCE
NUMBER

ARCHITECTURAL SHEET

NUMBER WHERE ELEVATION

IS SHOWN
a
2 b
3 c
d 4

TYPICAL INTERIOR ELEVATION

ORIENTATION REFERENCE

1.5 2.53.5

4.5 Level 1
0"
2 48
155
3324 48
176
3324
L
4' - 0" 2' - 0"
2' - 10"
524
1 32 4
A
1 2 3 4
5 5
P.O. BOX 1120

VISTA, CA
92085-1120
(760) 941-4647
www.mjkarchitecture.com
CONSULTANT:

MJK

ARCHITECTURE
MICHAEL J. KANTARCHITECT

A PROFESSIONAL CORPORATION
PROJECT NAME:

PROJECT ADDRESS:
6 6
B
C
D
E

AGENCY APPROVAL
SHEET NO:

SHEET TITLE:

PROJECT NO:

CAD DWG FILE:

DRAWN BY:

CHK'D BY:

DESCRIPTIONDATEMARK
DATE:

MJK ARCHITECTURE2022
REV NO:

REVISIONS:
. . .
. . .
. . .
. . .
. . .
. . .

TECHNICAL
CAREER

INSTITUTE -
TENANT

IMPROVEMENTS
2075 LAS PALMAS
DRIVE

CARLSBAD, CA,
92011
A5.02

INTERIOR

ELEVATIONS
2021-07.02
MJK
MJK
AUGUST 30, 2022 PLAN CHK.
3/8" = 1'-0"
1 Elevation 9 - a
3/8" = 1'-0"
2 Elevation 9 - b
3/8" = 1'-0"
3 Elevation 9 - c
3/8" = 1'-0"
4 Elevation 9 - d

INTERIOR ELEVATIONS KEY NOTES
K
ey Value Keynote Text
502 EXISTING DOOR, FRAME AND HARDWARE TO BE
RE
LOCATED AND RE-INSTALLED AT THIS LOCATION.

REFER TO KEY NOTES ON SHEET A2.00 - DEMOLITION

FLOOR PLAN AND NEW WORK FLOOR PLAN ON SHEET
A2.01.
508 MODIFICATIONS TO EXISTING STOREFRONT GLAZING TO

PROVIDE NEW PAIR OF SWINGING STOREFRONT DOORS
(CONTINUOUS HINGES) WITH PANIC HARDWARE.

PROVIDE NEW VERICAL MULLION AS SHOWN TO MATCH
EXISTING.
509 EXISTING VERTICAL MULLION TO BE REMOVED.
510 PORTION OF EXISTING SILL MULLION TO BE REMOVED.
511 NEW WALK-IN COOLER TO BE PROVIDED AND INSTALLED
UNDER A SEPARATE CONTRACT. REFER TO

MECHANICAL AND ELECTRICAL DRAWINGS FOR
ROUGH-IN REQUIRED UNDER THJIS CONTRACT.
512 NEW CARBON WATER FILTER.
513 NEW GAS TANKLESS WATER HEATER.
514 NEW 2-COMPARTMENT UTILITY SINK.
515 SHELVING UNIT PROVIDED BY THE OWNER.
516 NEW KEG WASHING CART PROVIDED BY THE OWNER.
517 NEW "ACORN" MODEL NO. 8186-SSLF RECESSED COLD
WATER HOSE BIBB BOX.
518 NEW "ACORN" MODEL NO. 8186-SSLF RECESSED HOT &
COLD WATER HOSE BIBB BOX.
519 48"x48" PEG BOARD PROVIDED BY THE OWNER.
520 NEW TALL OPEN SHELVING CASEWORK, REFER TO
CASEWORK SCHEDULE ON SHEET A5.02.
521 NEW 12'-0" X 4'-0" MARKERBOARD PER SPECIFICATIONS.
522 NEW PROJECTION SCREEN PER SPECIFICATIONS.
523 NEW 3-COMPARTMENT SINK.
524 NEW CASEWORK AND COUNTERTOP, REFER TO
CASEWORK SCHEDULE ON SHEET A5.02.
525 NEW PARTIAL HEIGHT WALL. REFER TO WALL SCHEDULE
ON SHEET A2.01 AND DETAIL 16 ON SHEET A2.05.
526 BEER TAPS PROVIDED BY THE OWNER.
3/8" = 1'-0"
5 Elevation 9 - b1

CASEWORK SCHEDULE
R
oom:

Number Room: Name
WI Reference
Number
Assembly
Description Count Description Depth Height Width
7 7 Flex Lab 102 Fixed Casework 1 Base Cabinet w/o Drawers 2' - 0" 2' - 9 1/4" 4' - 0" 7 Flex Lab 102 Fixed Casework 1 Base Cabinet w/o Drawers 2' - 0" 2' - 9 1/4" 4' - 0" 7 Flex Lab 102 Fixed Casework 1 Base Cabinet w/o Drawers 2' - 0" 2' - 9 1/4" 4' - 0" 7 Flex Lab 155 Fixed Casework 1 Base Cabinet w/o Drawers 2' - 0" 2' - 9 1/4" 4' - 0" 7 Flex Lab 302 Fixed Casework 1 Wall Hung Cabinet 1' - 0 1/2" 2' - 6" 4' - 0" 7 Flex Lab 302 Fixed Casework 1 Wall Hung Cabinet 1' - 0 1/2" 2' - 6" 4' - 0" 7 Flex Lab 302 Fixed Casework 1 Wall Hung Cabinet 1' - 0 1/2" 2' - 6" 4' - 0" 7 Flex Lab 302 Fixed Casework 1 Wall Hung Cabinet 1' - 0 1/2" 2' - 6" 4' - 0" 7 Flex Lab Counter Top w Sink Fabricated Cabinets & Counters 1 2' - 1" 2' - 10" 9 9 Brew Tech Lab 155 - No Doors - Solid Top Fixed Casework 1 Base Cabinet w/o Drawers 2' - 0" 2' - 8 1/2" 4' - 0" 9 Brew Tech Lab 155 - No Doors - Solid Top Fixed Casework 1 Base Cabinet w/o Drawers 2' - 0" 2' - 8 1/2" 3' - 6" 9 Brew Tech Lab 176 Fixed Casework 1 Base Cabinet w/o Drawers 2' - 0" 2' - 8 1/2" 4' - 0" 9 Brew Tech Lab 400 Fixed Casework 1 Tall Storage Cabinet 2' - 0" 7' - 0" 4' - 0" 9 Brew Tech Lab 400 Fixed Casework 1 Tall Storage Cabinet 2' - 0" 7' - 0" 4' - 0" 9 Brew Tech Lab Counter Top-Island Fabricated Cabinets & Counters 1 2' - 6" 2' - 10" 9 Brew Tech Lab Counter Top-Island Fabricated Cabinets & Counters 1 2' - 6 3/4" 2' - 10" Grand total: 16 16
May 9, 2023
Item #6 Page 23 of 50
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E E
F F
G G
H H
J J

DASHED LINE INDICATES

BOUNDARIES OF THE AREA

OF DEMOLITION WORK

DEMOLITION CEILING PLAN LEGEND
EXIST. ACOUSTICAL TILE CEILING IN SUSPENDED

T-BAR GRID TO BE REMOVED
5/8" GYPSUM BOARD CEILING OR

INTERIOR PLASTER CEILING TO BE REMOVED
7/8" EXTERIOR CEMENT PLASTER TO REMAIN

EXISTING EXTERIOR CEMENT PLASTER

TO BE REMOVED

SUSPENDED FLUORESCENT LIGHT FIXTURE

TO BE REMOVED

SURFACE OR RECESS MOUNTED LIGHT FIXTURE

TO BE REMOVED

FLUORESCENT STRIP LIGHT FIXTURE

TO BE REMOVED

RECESSED DOWNLIGHT

TO BE REMOVED

SUPPLY AIR DIFFUSER

TO BE REMOVED

RETURN OR EXHAUST AIR GRILLE

TO BE REMOVED

SUPPLY AIR DIFFUSER

TO BE REMOVED

RELIEF GRILLE TO REMAIN
EXIST. ACOUSTICAL TILE CEILING IN SUSPENDED
T-BAR GRID TO BE REMAIN.

SHEET OF

SHEET TITLE
COPYRIGHT:

PROJECT NO:

CAD DWG FILE:

DRAWN BY:

CHK'D BY:

DESCRIPTIONDATEMARK

CONSULTANTS
1 A
B
C
32 4
D
E
1 2 3 4
5 6
5 6
DSA APPROVAL STAMP:

IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT

OFFICE OF REGULATION SERVICES
AC
DATE
04 - 113845
FLS SS
FILE NO: 37-C2
DATE:

MJK ARCHITECTURE2014
1 Barnard Drive
Oceanside, CA
92056
- - - - - -
DSA PLAN CHECK CORRECTIONS10/21/141
ASI 04 REVISIONS01/14/154
. ..
. ..
. ..
. ..

ARCHITECTURE
P.O. BOX 1120

VISTA, CA
92085-1120
(760) 941-4647www.mjkarchitecture.com
C:\Users\mike\OneDrive - MJK Architecture\MJK Current
P
rojects\CAD\2021-07 - MCC Arch Services FY 2021-2022\2021-07-02 - Landes Center to TCI\ConstrDocs\2021-07.02 - Landes Center to TCI - 2023.rvt
A7.00

DEMOLITION

REFLECTED CEILING
PLAN
2021-07.02
MJK
MJK

TECHNICAL
CAREER

INSTITUTE -
TENANT

IMPROVEMENTS
AUGUST 30, 2022
2075 LAS PALMAS
DRIVE
CARLSBAD, CA, 92011
North

36.21°

PLAN NORTH
1/8" = 1'-0"

A DEMOLITION REFLECTED CEILING PLAN
May 9, 2023
Item #6 Page 24 of 50
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NOTE:

REFER TO THE FLOOR PLANS (WALL LEGEND) FOR INDICATION
OF WALL CONSTRUCTION.

CEILING PLAN LEGEND
NEW ACOUSTIC TILE CEILING IN 24"x48" SUSPENDED

T-BAR GRID
NEW ACOUSTIC TILE CEILING IN 24"x24" SUSPENDED

T-BAR GRID
5/8" GYPSUM BOARD CEILING
(PROVIDE TYPE 'X' AT 1 HOUR RATED SPACES)
NEW 7/8" CEMENT PLASTER SOFFIT

SUSPENDED FLUORESCENT LIGHT FIXTURE
(REFER TO ELECTRICAL DRAWINGS)

SURFACE OR RECESS MOUNTED LIGHT FIXTURE
(REFER TO ELECTRICAL DRAWINGS)

FLUORESCENT STRIP LIGHT FIXTURE
(REFER TO ELECTRICAL DRAWINGS)

RECESSED DOWNLIGHT
(REFER TO ELECTRICAL DRAWINGS)

SUPPLY AIR DIFFUSER
(REFER TO MECHANICAL DRAWINGS)

RETURN OR EXHAUST AIR GRILLE
(REFER TO MECHANICAL DRAWINGS)

DRIP SCREED AT PLASTER SOFFIT EDGE - REFER TO
DETAIL 3/A6.03
VENT SCREED - REFER TO DETAIL 1/A6.03

EXHAUST FAN / RELIEF AIR DIFFUSER
(REFER TO MECHANICAL DRAWINGS)

FINISH CEILING HEIGHT - WHERE NOT NOTED CEILING
HEIGHT SHALL BE PER FINISH SCHEDULE, SHEET A9.0110'-0"
EXISTING ACOUSTIC TILE CEILING IN 24"x48" SUSPENDED

T-BAR GRID TO REMAIN
EXISTING ACOUSTIC TILE CEILING IN 24"x24" SUSPENDED

T-BAR GRID TO REMAIN

GENERAL NOTES

1. NOT ALL KEY NOTES MAY BE NECESSARILY USED OR
REFERENCED.

2. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION. MINOR DEVIATIONS MAY OCCUR WITHIN

TYPICAL ROOMS AND SHALL BE TREATED AS A SIMILAR
CONDITION.

3. REFER TO SHEET A7.02 FOR TYPICAL "SUSPENDED ACOUSTICAL CEILING NOTES".

4. REFER TO THE CEILING SCHEDULE AND THE SPECIFICATIONS

FOR LOCATIONS AND DESCRIPTION OF VARIOUS ACOUSTICAL
CEILING TYPES.

5. REFERENCE DETAIL 11/A7.02 FOR TYPICAL SUSPENDED CEILING LAYOUT.

6. REFER TO DETAILS 3 & 4/A7.02 FOR PERIMETER ANGLE
ATTACHMENT.

7. REFERENCE DETAIL 10/A7.02 FOR LIGHT FIXTURE ATTACHMENT.

8. REFERENCE DETAILS ON SHEET A7.02 FOR HANGER WIRE
ATTACHMENTS.

9. PROVIDE ACCESS PANEL WITHIN GYPSUM DRYWALL CEILING
WHERE REQUIRED TO ACCESS MECH. / PLUMB. EQUIPMENT
LOCATED ABOVE THE CEILING.

10. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL AND
MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION.

11. SUSPENDED CEILINGS ARE ILLUSTRATED WITHOUT FULL
HEIGHT OR UPPER CABINETS INDICATED. CASEWORK OCCURS
BELOW CEILINGS.

12. REFERENCE ELECTRICAL DRAWINGS FOR LOCATIONS OF HEAT

DETECTORS, SPEAKERS, EXIT LIGHTS, OCCUPANCY SENSORS,
ETC.
1 1
2 2
3 3
4 4
5 5
6 6
7 7
A A
B B
C C
D D
E E
F F
G G
H H
J J

DASHED LINE INDICATES

BOUNDARIES OF THE AREA

OF NEW WORK
15' - 8 1/2"

SHEET OF

SHEET TITLE
COPYRIGHT:

PROJECT NO:

CAD DWG FILE:

DRAWN BY:

CHK'D BY:

DESCRIPTIONDATEMARK

CONSULTANTS
1 A
B
C
32 4
D
E
1 2 3 4
5 6
5 6
DSA APPROVAL STAMP:

IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT

OFFICE OF REGULATION SERVICES
AC
DATE
04 - 113845
FLS SS
FILE NO: 37-C2
DATE:

MJK ARCHITECTURE2014
1 Barnard Drive
Oceanside, CA
92056
- - - - - -
DSA PLAN CHECK CORRECTIONS10/21/141
ASI 04 REVISIONS01/14/154
. ..
. ..
. ..
. ..

ARCHITECTURE
P.O. BOX 1120

NEW WORK

REFLECTED CEILING
PLAN
2021-07.02
MJK
MJK

TECHNICAL
CAREER

INSTITUTE -
TENANT

IMPROVEMENTS
AUGUST 30, 2022
2075 LAS PALMAS
DRIVE
CARLSBAD, CA, 92011
North

36.21°

PLAN NORTH
1/8" = 1'-0"

A NEW WORK REFLECTED CEILING PLAN
May 9, 2023
Item #6 Page 25 of 50
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M!RACOSTA

COLLEGE
©
METAL SUSPENDED CEILING NOTES 12"=1'-0"
ICL-100 24
3" MIN.

WOOD JOIST OR BLK'G,
SEE STRUCTURAL.
2-#12 SCREWS AT WOOD OR
3/16" DIA. ANCHOR AT

CONCRETE / STEEL
COMPRESSION STRUT;
3-5/8" METAL STUD, 20
GA., MAX. HGT. 10'-0"
EQUAL TO USG3625J20
lx=0.541 in4; Sx=0.293in3;
rx=1.429in; ly=0.085in4;
Sy=0.082in3; ry=0.62in.

STELL YIELD STRESS=4OKSI

INSTALL STRUT VERTICAL
COMPRESSION STRUT;
3-5/8" METAL STUD, 20
GA., MAX. HGT. 10'-0"
EQUAL TO USG3625J20
lx=0.541 in4; Sx=0.293in3;
rx=1.429in; ly=0.085in4;
Sy=0.082in3; ry=0.62in.

STELL YIELD STRESS=4OKSI

INSTALL STRUT VERTICAL

BRACING WIRE
2" (MAX.) TO

CROSS RUNNER
2-#12 SELF-DRILLING

SELF-TAPPING SCREWS

MAIN RUNNER

NOTCH COMPRESSION STRUT

AS REQUIRED TO ALLOW

INSTALLATION OVER CROSS

RUNNERS
CROSS
RUNNER
COMPRESSION STRUT 3"=1'-0"
ICL-101 1
12 GAUGE
WIRE. TYP.

HANGER WIRE:
3 TIGHT TURNS
BRACING WIRE:
4 TIGHT TURNS

AT BOTH ENDS OF
WIRE. TYP.
1-1/2" MAX.

TYPICAL WIRE TWIST 3"=1'-0"
ICL-102 2
3x WOOD OR METAL

STUD BLOCKING
AT 24" O.C.
12 GA. HANGER
WIRE
MIN. 3 TIGHT
TURNS IN 1-1/2"

ACOUSTIC CEILING PANEL

MAIN OR CROSS RUNNER
POP RIVET-SEE SPECS.

WALL ANGLE.

WALL CONN.-ANCHOR TO

STRUCTURAL ELEMENT

REFER TO DETAIL
8" MAX.

OR-1/4 OF THE LENGTH

OF THE END RUNNER

WHICHEVER IS LEAST
6 A7.02
1"
ANCHORED EDGE OF CEILING 6"=1'-0"
ICL-103 3
3/4"
FOR TYP. NOTES, REFER TO DETAIL

SPACERS MAY BE

SLOTTED ANGLES OR

CHANNELS WITH
"DIAMOND POINTS"

OF SPRING STEEL

WHICH SNAP TIGHT TO

PREVENT MOVEMENT
OF STRUT.

SPACERS MAY BE

SLOTTED ANGLES OR

CHANNELS WITH
"DIAMOND POINTS"

OF SPRING STEEL

WHICH SNAP TIGHT TO

PREVENT MOVEMENT
OF STRUT.

CHANNELCHANNEL
2x WOOD OR

METAL STUD

BLOCKING
SLOTTED ANGLE SPACER w/HORIZ.
6d RINGSHANK NAIL (NAIL AT ENDS
OF HORIZ. STRUTS ARE TO BE PLACED

W/ NAIL HEAD TOWARDS AND SPAN OF
STRUT.) ALTERNATE LOCATION W/O NAIL,

NOTCHING PERMITTED ONLY AT RUNNER
12 A7.02
ANGLE
WALL
NON-ANCHORED EDGE OF CLG. 6"=1'-0"
ICL-104 4
"ARMSTRONG"
BERC 2 CLIP

PER DETAIL
9 A7.02
ATTACHMENT @
C.M.U.

ATTACHMENT @ METAL
STUDS
1"
2"
#6 SHEET METAL
SCREW INTO 3x WOOD OR

METAL STUD BLOCKING AT
24" O.C.

CLG. PANEL
#6 SHEET METAL

SCREW INTO LEAD
SHIELD AT 24" O.C.

NEOPRENE
WASHER
TYPICAL WALL ATTACHMENT 6"=1'-0"
ICL-105 5
(3)-1-1/2"X9 GA.

STAPLES OR
3 STRONGHOLD
"J" NAILS AT

EACH WIRE
LOOP (TYP.)

HANGER WIRE

BRACING WIRE

WOOD JOIST OR
RAFTER-2X BLK'G.

WITH (2) 16d

COMMON NAILS
EA. END

BRACING WIREBRACING WIRE

HANGER WIRE

WOOD JOIST OR RAFTER

WOOD JOIST OR
BLOCK
1" MIN.

TYP. WIRE CONNECTIONS 6"=1'-0"
ICL-107 6
2" MIN.1-1/2"
MAX

DIMENSION GREATER
THAN 1/2"
(CONDITION SHOWN AT
WD. JOIST/RAFTER)
HANGER WIRE:
3 TIGHT TURNS
BRACING WIRE:
4 TIGHT TURNS
12 GA. WIRE
TYPICAL SADDLE TIE 6"=1'-0"
ICL-111 7
12 GA. HANGER

WIRE, SEE
MIN. 3 TIGHT
TURNS IN 1-1/2"

CROSS RUNNER

ACOUSTIC CEILING PANEL

MAIN RUNNER
2 A7.02
HANGER WIRE CONN. TO GRID 6"=1'-0"
ICL-119 8
"ARMSTRONG" BERC 2 CLIP 3"=1'-0"
ICL-110 9
1-1/2"
1-5/8"
2"

PRELUDE
GRID
SYSTEM
BERC 2
BERC 2

SILHOUETTE
GRID
SYSTEM
BERC 2

SUPRAFINE
GRID
SYSTEM
BERC 2

INTERLUDE
GRID
SYSTEM
NOTE:

CONSULT

CODE FOR

SEISMIC

APPLICATION
& CODE

OFFICIAL
FOR

APPROVAL
BERC2 - BEAM END
RETAINING CLIP 2
WITH

PRELUDE GRID
BERC2 - BEAM END
RETAINING CLIP 2
WITH

INTERLUDE GRID
BERC2 - BEAM END
RETAINING CLIP 2
WITH

SILHOUETTE GRID
BERC2 - BEAM END
RETAINING CLIP 2
WITH

SUPRA FINE GRID
"ARMSTONG" BERC 2 CLIP PER

ICC-ES EVALUATION REPORT
ESR-1308
(2)-12 GA. SLACK

WIRES TO FIXTURE
HOUSING. LOCATE
AT OPPOSITE DIAG.

CORNERS

FIXTURE HOUSING

LIGHTING FIXTURE

TO BE POSITIVELY

ATTACHED TO GRID

WITH APPROVED CLIPS
LIGHT FIXTURE SUPPORT 3"=1'-0"
ICL-112 10
MAIN RUNNERS AT 4'-0"
O.C.
"V"-STRUT, SEE

INTERMEDIATE TEES
CROSS TEES AT 2'-0" O.C.CROSS TEES AT 2'-0" O.C.
4-#12 GA. SUSP.WIRES: ONE AT EA.

GRID CORNER, TYP. EA. LT. FIXTURE
2X4 LT. FIXTURE
#12 GA. SUSP. WIRE AT 8" AWAY FROM

WALL ON ALL RUNNERS AND TEES,
SEE
#12 GA. SUSP. WIRE AT 8" AWAY FROM

WALL ON ALL RUNNERS AND TEES,
SEE
#12 GA. SUSP. WIRES AT 4'-0" O.C.

LOCATION TO BE FEILD DETERMINED
#12 GA. SUSP. WIRES AT 4'-0" O.C.

LOCATION TO BE FIELD DETERMINED
MIN. 2 EA. FIXTURE, #12 GA. HANGER
WIRE. WIRES TO BE SLACK AT
HEAVY DUTY GRID. SEE
4 EA. #12 GA. SPLAY WIRE AT 12'-0" O.C.

MAX.6'-0" FROM WALL; REFER TO DETAIL
NOTE: FOR ATTACHMENT TO STRUCTURE
SEE
1 A7.02
3 A7.02
12 A7.02
6 A7.02
10 A7.02
SUSP. ACOUT. CLG. LAYOUT 3"=1'-0"
ICL-113 11
COMPRESSION STRUTS: STEEL SECTION WITH L/R RATIO OF
200 S.F. MAXIMUM. ATTACH TO MAIN RUNNERS WITHIN 2" OF CROSS RUNNER WITH 2-#12 SELF-DRILLING SELF-TAPPING SCREWS AND TO STRUCTURE WITH 2-#12 X 2" SCREWS AT WOOD OR 3/16 DIA. ANCHOR AT CONC./STEEL. COMPRESSION STRUT SHALL NOT REPLACE
HANGER WIRE.

SEE
NOTE:

SEE DETAILS THIS SHEET FOR

CONNECTIONS OF BRACING
& HANGER WIRES TO

THE STRUCTURE ABOVE
TYPICAL: 12 GA.

VERTICAL WIRE @ 4'-0"
EA. WAY W/MIN. 3 TIGHT
TURNS IN 1-1/2" BOTH

ENDS OF WIRE

12. GA. BRACING
WIRE W/MIN. 4

TIGHT TURNS
IN 1-1/2" BOTH

ENDS OF WIRE

TYPICAL

12. GA. BRACING
WIRE W/MIN. 4

TIGHT TURNS
IN 1-1/2" BOTH

ENDS OF WIRE

TYPICAL

12. GA. BRACING
WIRE W/MIN. 4

TIGHT TURNS
IN 1-1/2" BOTH

ENDS OF WIRE

TYPICAL

12. GA. BRACING
WIRE W/MIN. 4

TIGHT TURNS
IN 1-1/2" BOTH

ENDS OF WIRE

TYPICAL
2" (MAX.) FROM BRACING

WIRES TO CROSS RUNNERS

MAIN RUNNER

CROSS RUNNER
1 A7.02
ATTACHMENT FOR CLG. GRID 6"=1'-0"
ICL-114 12

SHEET OF

SHEET TITLE
COPYRIGHT:

PROJECT NO:

CAD DWG FILE:

DRAWN BY:

CHK'D BY:

DESCRIPTIONDATEMARK

CONSULTANTS
1 A
B
C
32 4
D
E
1 2 3 4
5 6
5 6
DSA APPROVAL STAMP:

IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT

OFFICE OF REGULATION SERVICES
AC
DATE
04 - 113845
FLS SS
FILE NO: 37-C2
DATE:

MJK ARCHITECTURE2014
1 Barnard Drive
Oceanside, CA
92056
- - - - - -
DSA PLAN CHECK CORRECTIONS10/21/141
ASI 04 REVISIONS01/14/154
. ..
. ..
. ..
. ..

ARCHITECTURE
P.O. BOX 1120

CEILING DETAILS
2021-07.02
MJK
MJK

TECHNICAL
CAREER

INSTITUTE -
TENANT

IMPROVEMENTS
AUGUST 30, 2022
2075 LAS PALMAS
DRIVE
CARLSBAD, CA, 92011
May 9, 2023
Item #6 Page 26 of 50

1. GENERAL REQUI REMENTS : CBC Section 1616A. 1.20 ( 1616 .10.16* ) requires t he design and installat ion to be in comp li;;mce with ASTM C635, C636, and E580, Secti on 5, as amended by 2013 CBC Section 1616A . 1.2 0 (161 6. 10. 16* ).

Note: Amendments in CBC Section 1616A .1.20 (16161.10. 16*) replace ASCE 7, Section 13.5.6.

The requirement s in th is IR app ly to flat c1nd level ceiling systems whose total weight, including ceiling mounted air terminals, services and light fixtures, does not exceed four (4) psf. Heav ier systems , systems tha t are not flat and level , and those supporting lateral loads from partit ions are beyo nd the scope of this IR and wil l require special design and details.

2. SUSPENSION SYSTEM COMPONENTS: Shall co mply with ASTM C635 c1nd Sect ion

5.1 of ASTM E580 .

2.1 2.2

2.3 The ceiling grid system must be rated heavy duty as defined by ASTM C635 .

Ceiling wire shal l be Class 1 zinc coate d {galvanized) carbon steel conformi ng to ASTM A64L Wire shall be #12 gage (0 ,106" diameter) wit h soft temper and minimum tensile strength ""' 70 ksi.

Main runners, cross n.mners, splices, expansio n devices, and inter sectio n connectors shall be designed to carry a mean ult imate test load of not less tha n 180 lbs. in comp ression and tens ion per ASTM E580 Section 5.1.2.

7. CEILING FIXTURES, TERMINALS , AND D EVICES: All fi xtures, term inals, and other devices shall be mounted in a manner that will not comprom ise ceiling perfo rmance in accordance with Section 13.5 .6.2.2(5) of ASCE 7-10 as amended by 20 13 CBC Section 1616A.1.20 (1616.10 .16*) and ASTM E580 Sections 5.3 and 5.4.

7.1 Ceilin g panels shall not support any light fixtures, air termi nals or devices.

7.2 Light Fixtures:

7.2.1 All ligh t fixt ures sh;;ill be positiv ely attached to the ceiling suspension systems by mechan ical means to resist a horizontal force equal to the weight of the fixtu re.

Screws or approved fasteners are required. A m inimum of t wo attachments are required at each light fixture, per ASTM E580, Section 5.3.1.

7.2.2 Light fixtures weighing less than or equal to 10 lb . shell have ci min im um of one (1 ) #12 gage slack safety wire connected from the fixtu re housing to the structu re above.

7.2.3 Light fixt ures weighing great er than 10 lb. but less tha n or equal t o 56 lbs. may be supported direct ly on the ceiling runn ers, but they shall have a minimum of two (2) #12 gage slack safety wires connected from the fixt ure housing at diagona l corners and anchored to the structure above.
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3. SUSPENSION SYSTEM INSTALLATION:

I 7.2 .4 Shall comply with ASTM C636 and Light fixtures weighing greate r t han 56 lb. shall De independently supported by not less than four (4} taut #12 gage wires attached to the housing and to the structure above. The four (4) taut #12 gage wires, including their attachment to the structu re above, must be capable of support ing four (4} tim es the weight of the unit. I I ! ·- 1 ---;±-ir~
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Section 5.2 of ASTM E580.

3.1 3 .2

3.3 3.4

3.5 4.
4 ,1

4.2 4.3

5. 5.1

5.2 #12 gage hange r wires may be used for up to and incl uding a 4 foot by 4 foot grid spaci ng and shall be attache d to main runners.

Provide # 12 gage hange r wires at the ends of all main and cross runners within eight (8 ) inches of the support or within one-fourth (1/4) of the length of tile end tee , whichever is least, for the perimeter of the ceiling area (see Figure 2). Perimeter wires are not required when the length of th e end tee is eight (8) inches or less.

Ceiling grid membe rs shall be attached to two (2) adjacen t wall s per ASTM E580, Section 5.2.3. Ceiling grid members shall be at least 3/4 inch clear of otner walls. If walls run diagonally to ceiling grid system runn ers, one end of ma in and cross runn ers shou ld be free, and a minimum of 3/4 inch clear of wall.

The width of the perimete r support ing closure angle shall be not less tha n two inches. Grid systems with specialty or proprietary angles and support clips m ay be acceptab le in accor dance with Section 11 below ,
At the perimet er of the ceiling area, where main or cross ru nners are not connected to t he adjacent wall, provide interconnection between the runners at the free end to prevent lateral spreading. A metal spreader strut or a # 16 gage wire with a positive mechanic al connect ion ta the runner may be used and placed within eight (8) inches of the wall. Where the perpendicu lar distance from the wall to the first para llel runner is eight (8 ) inches or less, this inter lock is not requ ired.

EXPANSION JOINTS, SEISMIC SEPARATION JOIN TS, AND PENETRATIONS:

Expansion joints sha ll be provided in the ceiling at intersect ions of corridors and at junctio ns of corr idors and lobbi es or other sim ilar areas (see Figure 7, Detail A) .

For ceiling areas exceeding 2,500 square feet, a seismi c separation joint shall be provi ded in accordance with Figure 7, Detail A, to div ide th e ceiling into areas not exceed ing 2,500 square feet , Alternatively, comply with ASTM ESS0, Section 5,2 .9, Penet rat ions through the ceiling for sprinkler heads and other simi lar devices th at are not integrally tied to the ceiling syst-em in the latera l direct ion shall have a two (2) lnch oversized ring, sleeve or adapter th rough the ceiling t ile to allow free movement of one ( 1) i nch in all horizontal directions. Alternatively, per ASTM ES80, Section 5.2.8 .5, a flexib le s prinkler hose fitting that can accommodate one ( 1) inch of ceiling moveme nt s hall be perm itte d t o be used in lieu of the O'-'ersized ring , sleeve, or adapter.

LATERAL FORCE BRACING: Lateral force braci ng is required per this section for all ceiling ar eas. The spacing of the bracing assembl ies m ust be show n on t he construction documents.

Exception: Late ral force bracing may be omitted for suspended acoustical ceiling systems with a ceiling area of 144 square feet or less, when per imeter support, in accordance with Section 3.3 of this IR or with ASTM E580 Sections 5.2.2 and 5. 2.3, are provided and perimete r walls are designed to carry the ceiling late ral forces.

Provide lateral force bracing assemb lies consisting of a compress ion stru t and fou r (4) #12 gage splayed bracing wires oriented 90 deg rees from each other (see Figur e 1).

Latera l for ce bracing assemblies shal l b e spaced
component importance factor (Ip) of t he ceiling.

TABLE 1
per Table 1 for all values of the 1

LATERAL FORCE BRACE ASSEMBLY SPACING
Design Spectra l Accelerat ion Pa rameter Sos Brac e Asse mbly Spacing

5.3 5.4
6,
6 , 1

6.2 6.3

6.4 6.5

6.6 6 .7

6.8 Less than or equa l t o 1. 15
Greater than 1. 15
and les,; than or equal to 1. 73
Greater than 1.73
12'x12' Full building Height
8'x12' for z/h greater than 0.5
12'x12' for z/ h less than or equal to
O.~
8'x8' for z/h greate r than 0.5
8'x12' for 2/h less than or eq ual to
0 .5
Where, as defined in ASCE 7- 10, Section 13 .3. 1:
z - height in structure of point of attachment of ceil ing with respect to the base. h = average roof height of the structure with respect to t he base.

Where different brace spacing Is specifie d at vario us stor ies, the respective celling plan shall clearly indicate the brace spacing.

There shall be a brace assembly a distance of not more than one half of the above spa cing from each surroun ding wall, expansio n j oint and at the edges of any ceiling vertica l offset. For ex;;imple, where the brace spacing is 8':d2' , the distance shall be 4 feet in the direct ion of t he 8 foot spacing and 6 feet in the direction of the 12 foot spacing,
The slope of bracing wires shall not exceed 45 degree s fr om the p lane of the ceiling and wires shall be taut. Splices in wires are not pem1itted without DSA approva l.

Compr ession struts shall be adequate to resist the vertical component induced by t he braci ng wires , and shall not be more th an one (horizontal) in six (vertical} out of plumb.

ATTACHMENT OF HANGER AND BRACING WIRES:

Fasten hang er wires with not less than three (3 ) tight tu rns in t hree (3 ) inches .

Hanger wire loops shall be t ightly wrapped and sharp ly bent to prevent any vertica l move ment or rotation of the member within the loops (see ASTM ESB0, Section

5.2.7.2).

Fasten braci ng wires with four (4 } tight turns. Make all tight turns within a distance of one and one-ha lf (l-1/2) inches .

Hanger or bracing wire anchore d to the structure should be insta lled in such a man ner that t he direct ion of the anchor alfgns as closely as possible with the direc tion of the wire.

Separat e all celling hanger and bracing wires at least six (6 ) inches from all unbraced ducts, pipes, conduit, etc .

Hanger wires shall not attach to or bend around interfe ring materia l or equ ipment.

Prov ide trapeze or other suppleme nta ry support member s at obstruct ions to typi ca l hanger spacing (see Figure 3A, Detail F). Provide additional han gers, struts or braces as required at all ceiling breaks, soffits, or disconti nuous ,;1reas.

Hanger wires that are more t han one (horizonta l) in six (vertica l) out of plumb shall have counter-s loping wires. Perimeter hanger wires at main runners that are positive ly attached to the perimeter closure angle, counter-sloping Is optional.

Note: See ASTM C636, Figure 1, for counter -sloping met hods.

When connect ion deta ils differ from those in the attached figures, attachment of bracin g wires to the structure above and to the main run ners shall be adequate for the loa d imposed. The weight (Wp) shall be ta ken as not less than four (4) psf for calcula ting seismic forces (Fp)-
When drilled-i n concrete ,;1nchors or powe r act uated fasteners are used in reinforced concrete for hanger wires, 1 out of 10 wire/anchor assem blies must be field tested for 200 lbs. in tension. When dri lled- in concrete anchors are used for bracing wires, 1 out of 2 wire/anchor assembl ies mus t be field tested for 440 lbs. in tension in the direction of the wire . Power actua ted fast eners in concret e are not pe,m ltted for bracing wires.

Note: Drilled -in anchor s or power actuated fasteners requ ire DSA approval prior to use in prestresse d concrete .

7.2.5 All four foot x four foot light fixtu res must have slack safety wires at each r::orner unless supported per Section 7.2,4 ,

7.2.6 Surface-moun t ed fix tu res shall be a ttached to the main runne r with at least two positive clamping devices made of material with a minimum #14 gage. Rotational spring catc hes do not compl y. A #12 gcige suspension wire shell be attar::hed to each clamp ing device to the struc t ure above , Provide addit ional supports when light fixtures are eight (8) feet or longer . Maximum spacing between supports shall not exceed eight (8) feet .

7.2,7 Support pendant-mou nted light fixtur es directly from the struc ture above with hanger wires or cables passing through each pendant hanger and capable of support ing two (2) times the weight of the fixture. See JR 16-9 for additio n,;11 C
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requil'ements for penden t mounted fixtures . t-------------------------------------➔,---------------------------_.-.,...-----''---t----------------------------.._ _____ ...._ __ ➔---------------------------....1------'---t If t he pendant mou nted light fixtur e is direct ly and indepen dently braced below the ceiling , i.e., aircra~ cables to walls, t hen a brace assembly is not required above the ceiling .

If the pendant moun ted light fixtu re is not directly and indepen dently braced below the ceiling, the n a brac ing assembly, per Figur e 1, is required where th e pendant hanger penet rates the ceiling. Special detai ls are required to attach the pend;;int hanger to the bracing assem bly to tra nsmit the horizon tal forc e. Exception : Where the weight of the fixture is less t han 20 pounds, the comp ressio n post shown in Figure 1 is not required.

7.2.8 Rigid conduit shall not be used for attachment of the fixtures. 7 .3 Services within th e Ceili ng:
7 .3.1 All Aexible sprink ler hose fittings, ceilingwmounted air term inals or other services shall be posit ively attached t o the ceiling suspens ion syst ems by mechanical means to resist a horizon tal force equa l to the weight of the component.. Scr ews or approved fasteners are required. A minimum of two attachments are re quired at each component.
7_3.2 Flexible ,;pri nkler hose fitt ings, ceiling-mounted air term inals or othe r services weighing less t han or eq ual to 20 lb. shall have one (l) # 12 gage slack safety wire attached to the termi nal or service to the structure above .

7.3.3 Flexible sprinkler hose fittings, ceiling -mounted air termina ls or other services weighing more than 20 lb. but less than or equal to 56 lb. shall have two (2) #12 gage slack safety wires attached to the terminal or service to the structure above.

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7 .3.4 Fle~ible sprin kler hose fittings, ceiling-mount ed air termina ls or othe r services _,,,,,,, ......_ ...___..,,. / /? weighing more than 56 lb. s hall be supporte d directly from the structure above by ~"'"' ~,.;::,,t;,,,''C,,.....,.. ,.. .___ not less tha n fou r ( 4} taut # 12 gage wires attached to the termina l or serv ice and to · the structure above. The four (4 ) taut #12 gage wi res, including the ir attachment to th~ structure above, must be capable of supporti ng four (4) times the weight of t he ~.__,:::, /\ A r. 7 .4.1

7.4 ~~~~r Devices within the Ceiling: 1---------------------------,,------,--➔-------------------------..... ------r--+--------------------------r------r----l ,~ Ji/ RA L,QSTA All light weight miscellaneous devjces, such as strobe lights, occupancy sensors , ._ _____ ~ COL.LEGE speakers, exit signs, etc., shall be attached to the ceiling grid per Sect ion 7,3,1 of r this IR. In addit ion, dev ices weigh ing more than 10 lbs. shall have a # 12 gage slack safety wire anchored to t he structure above per Section 7.2.2 of this IR. Devi ces l-------------------------------------➔---------------------------~-----"""~--t----------------------------~-----~--➔---------------------------~-----"""~--t weighing more than 20 lbs. shall be supported from the structure above per Section I t ~

7.3.4 of t his IR.

8. 8,1

8.2 8.3

8.4 9.

9.1 9.2
9 ,3

9.4 ADDITIONAL REQUIREMENTS:

Fire Rated Ceilings :

Provide a detail and design numbe r for ra ted ceiling assemb lies from an authorized testing agency . The compo nents and insta llation details must confo rm in every respect with the listed detail and number. Deta ils shal l clearly depict all components , including insulatio n materials , fram ing and attachment of the design so that the assembly can be constructed and inspected accord ingly .

Pop rive ts, screws , or othe r atta chment s are not acceptable unless specifica lly detailed on the drawings an d approved by U.L. and Sta te Fire Marshal (SFM) recognized lciborator ies.

Metal and Other Panel s:

Metal pan els and panels weighing more than one- half {1/2) psf, other than minera l fibe r acoustica l tif e, are to be posit ive ly attac hed to the ceiling suspension runners .

Essential Services Building s:

Exit ways shall be installed in accordance with Section 13. 5.6.2.2( 1) of ASCE 7-10 as amended by 2013 CBC Section 1616A.1.20 (16 16.10. 16*), A mciin or cross run ner shall be installed on all sides of each piece of tile, board or panel and each light fi xture or grill (see Figur e 7, Deta il B). Splices or intersectio n of such runners shall be attached with t hrough connec tors such as pop rivets, screws, pins, plates wit h end tabs or other approved connector s.

Suspended Acoustical Ceilings Below Gypsum Board Ceili n gs:

Where gypsum board or other ceiling fini shes are attached to the fram lng1 spec details will be req uire d for the vertical hanger wire and lateral bracing wi re supp connections to the fram ing,
REwUSE OF EXISTING CEIUNG HANGER WIRES AND BRACING WIRES :

The gage and spacing of the wires must comply with the current app licable codes.

All existing ceiling hanger wire/anchor assemblies must be tested to 200 lbs.

All existing bracing wire/anchor assembl ies must be fie ld tested to 440 lbs.

If a new wire is to be spliced to an exis ting wire , the fol lowing is requ ired:
• The architect or str uctural engineer in general responsi ble charge mus t submit to the DSA for approval a detail and specificat ion descri bing how the splice is to be made ,
• All new wires, after being spl iced to t he existing wires, must be fiel d tested per Sections 9.2 and 9.3 above.
• All field tests must be perfo rmed in the presence of the project inspector . 10, MODERNIZATION ANO ALTERATION: The ent ire ceil ing shall be upgraded to meet the current requirements of the CBC and this rR if any portio n of th e grid system Is cut or altered.

Exception ; The replace ment of existing ceiling panels with panels of the same materials and light fixtu res of the same size, locat ions, and weig hts does not require an upgra de to the ceiling grid and suspens ion system.

11. DSA ACCEPTANCE OF EVALUATION REPORTS: Ceiling grid systems or comp onents, with valid eva luatio n reports issued by qualifi ed eva luation agencies, in accordance with DSA IR A· 5 are accepted by the OSA, provided the system or component meets the requirements of CBC Section 1616A .1 20 (16 16.10. 16*) , ASTM C635, C636 and E580 . Where a qualified evaluati on report is utilized, the installat ion shal l comply with all the requirem ents specified in the evaluat ion report, i.e. connections, membe r sizes, per fmete r deta ils, special clips to wall angles, etc.

I n accordance with DSA IR A-5, DSA will accept OSHPD Preapproved Detai ls (OPD} " 2013 CBC Standard Suspended Ceiling Details for Acoust ical Tile or Lay win Panel Ceilings."

12. CONSTR.UCTI ON DOCUMENTS : Draw ings and specifications shall clearly i dentify all systems and shall define or show all supporting detai ls, light ing fixture attachment, later..il force bracing, part ition brac ing , seismic separat ions, etc.

Where accepted pro prietary dev ices, clips, wall ang les, etc. are utilized, the details on the approved construction docum ents shal l clearly indicated the installat ion details as necessary to show como liance with all evaluation reoort reauirements.

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DOOR SCHEDULE REMARKS

1. RELOCATED DOOR, FRAME AND HARDWARE. REFER TO DEMOLITION FLOOR PLAN FOR LOCATION OF EXISTING DOORS TO BE REUSED.

2. PROVIDE NEW DOOR SIGNAGE PER DOOR SCHEDULE. REFER TO DETAIL 5/A8.02.

3. CONTRACTOR TO VERIFY AND SET CLOSER AS REQUIRED TO MAINTAIN A MAXIMIM 5 LBS. FORCE FOR OPERATING PRESSURE TO OPEN.

4. REFER TO "DOOR SCHEDULE GENERAL NOTES" FOR OTHER
REQUIREMENTS RELATED TO DOORS, FRAMES AND HARDWARE.

5. PROVIDE NEW DOOR, FRAME AND HARDWARE.

DOOR SCHEDULE GENERAL NOTES

1. NOT ALL "REMARKS" MAY BE NECESSARILY USED OR
REFERENCED.

2. BLANK NOTATIONS IN SCHEDULE INDICATE NO CHANGE TO
EXISTING ELEMENTS FOR THAT PARTICULAR LINE ITEM.

3. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE

WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR
EFFORT.

4. ALL HARDWARE FOR ACCESSIBLE DOORS SHALL MEET THE
REQUIREMENTS OF CBC SECTIONS 11B-309.4, 11B-404.2.7 AND 1008.1.9.

5. HARDWARE SHALL BE A LEVER TYPE WITH A RETURN TO
WITHIN 1/2" OF THE DOOR.

6. HAND ACTIVATED DOOR OPENING HARDWARE, HANDLES,

PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES ON

ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO

GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT

GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRIST TO
OPERATE. HARDWARE SHALL BE CENTERED BETWEEN 34" AND
44" ABOVE THE FLOOR. CBC SECTION 11B-404.2.7.

7. PRESSURE TO OPERATE DOORS SHALL BE AS FOLLOWS: 5 LBS. (22.2 N) MAX. FOR EXTERIOR DOORS; 5 LBS. (22.2 N) FOR
INTERIOR DOORS; 15 LBS. (66.72 N) FOR FIRE RATED DOORS.

8. THRESHOLDS SHALL NOT EXCEED 1/2" IN HEIGHT OF WHICH 1/4" SHALL BE VERTICAL MAXIMUM RISE. THRESHOLDS SHALL
COMPLY WITH CBC SECTIONS 1008.1.7 AND 11B-404.2.5.

9. DOOR CLOSERS AND STOPS SHALL NOT REDUCE HEADROOM
TO LESS THAN 80". DOOR CLOSERS, WHEN PROVIDED, SHALL

HAVE SWEEP PERIOD ADJUSTED SO THAT FROM AN OPEN
POSITION OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3
SECONDS TO MOVE TO A POINT 3" FROM THE LATCH,
MEASURED TO THRE LEADING EDGE OF THE DOOR. CBC
SECTIONS 1003.3.1 EXCEPTION AND 11B-404.2.8.1.

10. FLOOR STOPS SHALL NOT BE LOCATED IN THE PATH OF
TRAVEL AND 4" MAXIMUM FROM WALLS. DSA POLICY 99-08.

11. HARDWARE (INCLUDING PANIC HARDWARE) SHALL NOT BE
PROVIDED WITH "NIGHT LATCH" (NL) FUNCTION FOR ANY

ACCESSIBLE DOORS OR GATES UNLESS THE FOLLOWING
CONDITIONS ARE MET PER DSA INTERPRETATION 10-08 DSA/AC
(EXTERNAL), REVISED 4/28/09. SUCH CONDITIONS MUST BE

CLEARLY DEMONSTRATED AND INDICATED IN THE
SPECIFICATIONS: a. SUCH HARDWARE HAS A 'DOGGING'
FEATURE; b. IT IS DOGGED DURING THE TIME THE FACILITY IS OPEN; c. SUCH 'DOGGING' OPERATION IS PERFORMED ONLY BY EMPLOYESS AS THEIR JOB FUNCTION (NON-PUBLIC USE).

12. PANIC HARDWARE SHALL COMPLY WITH CBC SECTION
1008.1.10.

13. PANIC HARDWARE SHALL BE SO MOUNTED (CENTERED
BETWEEN 36" AND 44" ABOVE FINISHED FLOOR AS

RECOMMENDED) THAT THE CLEAR WIDTH OF THE EXITWAY IS
NOT LESS THAN 32" MEASURED BETWEEN THE FACE OF THE
DOOR AND THE OPPOSITE STOP. CBC SECTION 11B-404.2.3 AND FIGURE 11B-404.2.3.

14. THE UNLATCHING FORCE OF PANIC HARDWARE SHALL NOT
EXCEED 5 LBS. (22.2 N), APPLIED IN THE DIRECTION OF TRAVEL.

15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING

REQUIRED DOOR AND FRAME DIMENSIONS AND HARDWARE

MOUNTING HEIGHTS IN THE FIELD PRIOR TO ORDERING AND
INSTALLING NEW MATERIALS.

16. ALL HARDWARE INDICATED IN THE SCHEDULE SHALL BE

PROVIDED FOR DOORS, TYPICAL FOR ALL DOORS (UNLESS
NOTED OTHERWISE).

17. EXISTING WOOD DOOR JAMBS AND HEADS TO RECEIVE NEW

HOLLOW METAL FRAMES SHALL HAVE STOPS REMOVED AND

MAY NEED A PORTION OF THE FRAME REMOVED TO ALLOW

FRAME CLEARANCE, SHIMS, OR OTHER TOLERANCES REQUIRED

TO ALLOW FOR DOOR SIZE AS INDICATED WITHIN THE
SCHEDULE.

18. DOOR JAMB AND HEAD CONDITIONS ARE DETAILED FOR THE
MOST TYPICAL CONDITION. A VARIETY OF SIMILAR CONDITIONS MAY OCCUR AND SHALL BE TREATED SIMILARLY.

19. DEAD BOLTS ARE NOT PERMITTED UNLESS OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE.

20. ALL INTERIOR DOORS SHALL BE UNDER CUT TO PROVIDE A
MINIMUM OF 1/2" CLEARANCE TO THE FLOOR FINISH.

21. MANUFACTURER'S INSTALLATION INSTRUCTIONS SHALL BE
AVAILABLE ON THE JOB SITE FOR ALL FIRE RATED ASSEMBLIES.

22. ALL 20-MINUTE RATED ASSEMBLIES (WHERE INDICATED ON THE

SCHEDULE) SHALL BE PROVIDED WITH AN APPROVED

GASKETING MATERIAL SO INSTALLED TO PROVIDE A SEAL

WHERE THE DOOR MEETS THE STOP ON BOTH SIDES AND
ACROSS THE TOP (C.B.C. STANDARD 7-2).

23. ALL RATED DOORS TO BE POSITIVE LATCHING.

DOOR SCHEDULE LEGEND

DOOR MATERIAL FRAME MATERIAL

HM HOLLOW METAL

SC SOLID CORE WOOD

HC HOLLOW CORE WOOD

AL ALUMIMUM

SS STAINLESS STEEL

RI ROLL-UP / INSULATED

RC ROLL-UP / COUNTER

RG ROLL-UP / STEEL GRATE

HM HOLLOW METAL

AL ALUMINUM

KD PREFINISHED, KNOCK
DOWN MTL. FRAME

SS STAINLESS STEEL

ST STEEL

WD WOOD

LOUVER LABEL
N NONE
L1 12" x 24" DOOR LOUVER AT BOTTOM
L2 12" x 24" DOOR LOUVER AT TOP AND
BOTTOM
L3 24" x 24" DOOR LOUVER AT BOTTOM
L4 18" x 18" DOOR LOUVER AT TOP AND
BOTTOM w/ FILTER
N NONE
20 20 MINUTE
45 45 MINUTE
60 60 MINUTE
90 90 MINUTE

FINISHES

P PAINT, EGGSHELL FINISH, UNLESS OTHERWISE
NOTED.

FF FACTORY FINISH.

FRP FIBER REINFORCED PLASTIC FACE SHEETS.

STN STAIN WITH EGGSHELL SHEAN URETHANE FINISH
OVER NATURAL WOOD.

PL PLASTIC LAMINATE (FACES AND EDGES).

TYP. DOOR FRAME ANCHORAGE 1/2"=1'-0"
DST-100A 8

DOOR SCHEDULE

WIDTH PER

HEIGHT PER DOOR SCHEDULE
1' - 0" 1' - 0"

JAMB FRAME

ANCHORS,
TYP.

SILL
ANCHORS, TYP.

HOLLOW METAL FRAME PROFILE 6"=1'-0"
DST-100F 9
RABBET
2"
SOFFIT
VARIES
RABBET
2"
STOP
1/2"
FACE
2"
1/2"

THROAT OPENING

WALL DIMENSION

BACKBEND
1/2"
CLEARANCE REQ'MTS AT DOORS 1/4"=1'-0"
IHC-601 10
1'-0"
4'-0" 5'-0"
2'-0" MIN. CLEAR AT

EXTERIOR DOORS
1'-6" MIN. CLEAR AT

INTERIOR DOORS

PULL SIDE

PUSH SIDE PROVIDE THIS ADDITIONAL

SPACE IF DOOR IS

EQUIPPED WITH BOTH A

LATCH AND A CLOSER
MAXIMUM 2% CROSS SLOPE

IN ANY DIRECTION
ALUMINUM DOOR SILL 3"=1'-0"
DAL-301 20

ALUMINUM STOREFRONT
FRAME

ALUMINUM STOREFRONT
DOOR
10"

ALUMINUM THRESHOLD
CONC.

SLAB
#10 x LENGTH REQ'D
CTSK. SHT. METAL SCREW
w/ EXPANSION SHIELD
( 3 PER THRESHOLD)
EXTERIOR CONC.

FLATWORK (1:48 MAX.

SLOPE)
CONT. CAULK
1/2" FIBER

EXPANSION
JOINT

REFERENCE
DETAIL

HOLLOW METAL FRAME PER DOOR OR
WINDOW SCHEDULE & SPECIFICATIONS.

JAMB ANCHOR - 3 PER JAMB, PROVIDE
"CECO" MXZ1 METAL STUD ANCHORS,
WELDED TO FRAME.

FRAME ANCHORS # 36" o.c. (2 MIN.)

HOLLOW METAL WINDOW STOP (SCREW
APPLIED, VANDAL RESISTANT.)
J-MOLD PLASTER STOP/DRYWALL TRIM.

SEALANT PER FRAME INSTALLER.

ALUMINUM PROJECTED WINDOWS.

PORTLAND CEMENT PLASTER.

INTERIOR FINISH PER FINISH SCHEDULE.

CEILING WHERE OCCURS.

WALL WHERE OCCURS.

GLAZING PER WINDOW NOTES &
SPECIFICATIONS.

DOOR/WINDOW PER SCHEDULE.
22 GAUGE METAL FLASHING WITH
CONTINUOUS CLEAT.

FRAMING PER STRUCTURAL.

CONCRETE SLAB PER STRUCTURAL.

SHEAR PLYWOOD PER STRUCTURAL.

EXPANSION JOINT.

THRESHOLD PER SPECIFICATION.

THICKSET CERAMIC TILE.

21. 22.

23. 24.

25. 26.

27. 28.

29. 30.

31. 32.

33. 34.

35. 36.

37. 1.

2. 3.

4. 5.

6. 7.

8. 9.

10. 11.

12. 13.

14. 15.

16. 17.

18. 19.

20. THINSET CERAMIC TILE.

BULLNOSE TILE EDGE.

VINYL TACKSURFACE WHERE
OCCURS.

METAL GUIDES FOR OVERHEAD
COUNTER DOOR.

STAINLESS STEEL COUNTER BELOW.

PROVIDE CLOSURE AT ENDS
TYPICAL.

SERVING WINDOW.

F.R.P. PANELING WITH EDGE TRIM
OVER GYPSUM BOARD.

STAINLESS STEEL OVER TWO
LAYERS EXTERIOR GRADE 1" THICK
PLYWOOD.
1/2" DIAMETER x 4" LAG BOLT INTO
EXPANSION SHIELD AT 8" O.C.
(STAGGERED).
#8 R.H.S.M. SCREW IN LEAD SHIELD
AT 18" O.C.
3/8" EXTERIOR PLASTER OVER C.M.U.

C.M.U. WALL PER PLAN AND
STRUCTURAL.

SOLID GROUT HOLLOW METAL
FRAME.

TACKBOARD OVER GYPSUM BOARD.

CORNER BEAD.

GYPSUM BOARD PER PLAN.
1/2" TYPE 'X' GYPSUM SHEATHING.

DETAIL KEY NOTES N/A
DST-100M 13
HEAD @ INTERIOR DOOR 3"=1'-0"
DST-106m 14
009
015
003
001
013
1/2" MIN. LAP ON ALL

FIRE RATED OPENINGS
(NFPA #80, TYP.)
009
001
015
002
JAMB @ INTERIOR DOOR 3"=1'-0"
DST-212m 15
013
HEAD AT ALUMINUM DOOR 3'=1'-0"
DAL-105 18

CONCRETE TILT-UP PANEL
(EXISTING)

CAULKING

ALUMINUM DOOR HEAD

ALUMINUM DOOR STOP

TOP RAIL OF DOOR

DOOR GLAZING TO MATCH

EXISTING STOREFRONT
2"
4 5/8"

DOOR OPENING
JAMB AT ALUM. DOOR / WDW. 6"=1'-0"
DAL-202 19

MATCH EXISTING

ALUMINUM DOOR JAMB

ALUMINUM DOOR STILE
1 3/4"

DOOR OPENING

DOOR STOP
1 32 4
A
1 2 3 4
5 5
P.O. BOX 1120

VISTA, CA
92085-1120
(760) 941-4647
www.mjkarchitecture.com
CONSULTANT:

MJK

ARCHITECTURE
MICHAEL J. KANTARCHITECT

A PROFESSIONAL CORPORATION
PROJECT NAME:

PROJECT ADDRESS:
6 6
B
C
D
E

AGENCY APPROVAL
SHEET NO:

SHEET TITLE:

PROJECT NO:

CAD DWG FILE:

DRAWN BY:

CHK'D BY:

DESCRIPTIONDATEMARK
DATE:

MJK ARCHITECTURE2022
REV NO:

REVISIONS:
. . .
. . .
. . .
. . .
. . .
. . .

TECHNICAL
CAREER

INSTITUTE -
TENANT

IMPROVEMENTS
2075 LAS PALMAS
DRIVE

CARLSBAD, CA,
92011
A8.01

DOOR/WINDOWS

SCHEDULES &

DETAILS
2021-07.02
MJK
MJK
AUGUST 30, 2022 PLAN CHK.

DOOR SCHEDULE - BREW TECH
D
oor
Number
Door Frame Details Sill
Detail
Signage Details
RemarksWidth Height Thickness Material Finish Material Finish Head Left Jamb Right Jamb Pull Side Push Side 9B 3' - 0" 7' - 0" 1 3/4" WD FF HM FF 14/A8.01 15/A8.01 15/A8.01 - - - - 1, 2, 3, 4

DOOR SCHEDULE - WELDING LAB
D
oor
Number
Door Frame Details Sill
Detail
Signage Details
RemarksWidth Height Thickness Material Finish Material Finish Head Left Jamb Right Jamb Pull Side Push Side 52 3' - 0" 7' - 0" 1 3/4" WD FF HM FF 14/A8.01 15/A8.01 15/A8.01 - - - - 1, 2, 3, 4 53A 3' - 0" 7' - 0" 1 3/4" WD FF HM FF 14/A8.01 15/A8.01 15/A8.01 - - - - 1, 2, 3, 4 53B 3' - 0" 7' - 0" 1 3/4" WD FF HM FF 14/A8.01 15/A8.01 15/A8.01 - - - - 1, 2, 3, 4 9C 3' - 0" 7' - 0" 1 3/4" AL FF AL 18/A8.01 19/A8.01 20/A8.01FF 19/A8.01 2, 3, 4, 5 May 9, 2023
Item #6 Page 27 of 50
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THE INTERNATIONAL

SYMBOL OF ACCESSIBILITY

SHALL CONSIST OF

A WHITE FIGURE ON
A BLUE BACKROUND.

THE BLUE SHALL BE
EQUAL TO COLOR #
15090 IN FEDERAL
STANDARD 595B.

LOCATE PICTORIAL

SYMBOL AT STRIKE
SIDE OF DOOR 60"
A.F.F. TO CENTERLINE OF
SIGN. AT PAIR OF

DOORS PROVIDE
SIGNAGE AT RIGHT SIDE.

MOUNTING LOCATION

SHALL ALLOW A PERSON TO
BE WITHIN 3" OF SIGN AND

NOT BE WITHIN TRAVEL
OF DOOR SWING.

NOTE: GRID IS SHOWN
FOR

PROPORTIONAL

PURPOSES

ONLY AND IMAGE IS IN
REVERSE CONTRAST.SIGN TYPE 1
INT. SYMBOL OF ACCESSIBILITY 6"=1'-0"
IHC-301 1

PROVIDE NON-GLARE
BACKGROUND PER C.B.C.
11B-703.7.2.1
6" SQ.
1/4" THINK, 12" DIAMETER CIRCLE

SUB-SURFACE IMAGE-SEE
DETAIL
1/4" THICK, EQUILATERAL
TRIANGLE WITH 12" SIDES

WOMEN/GIRLS

MEN/BOYS
SIGN TYPE 4A
SIGN TYPE 4B
12"
6" TYP.
12" TYP.

SUB-SURFACE IMAGE-SEE
DETAIL

SYMBOLS ARE TO BE DISTINCTLY

DIFFERENT FROM THE DOOR IN
COLOR AND 70% MIN. CONTRAST
(WHITE ISA w/ BLUE BACKGROUND).

COLOR TO BLUE - FED STANDARD
595 B. CENTERED ON DOOR AND
MOUNTED 5'-0" FROM FINISH FLOOR

TO CENTER OF SIGN
RESTRM. DR. SIGN - TYPE 4A/4B 1-1/2"=1'-0"
IHC-304A 4
9 A8.02

CHARACTERS, SYMBOLS AND THEIR BACKGROUND

SHALL HAVE A NON-GLARE FINISH
NOTE: WHERE ADJACENT WALL OR

WINDOW CONFIGURATIONS PREVENT

MOUNTING OF SIGNAGE AS INDICATED

OR AT DOUBLE DOORS, LOCATE SIGNS
PER CBC SECTION 11B-703.4.2. TYPICAL EXTERIOR

ROOM SIGNAGE

TYPICAL INTERIOR

ROOM SIGNAGE

TYPICAL RESTROOM

SIGNAGE

TYPICAL INTERIOR
'EXIT' SIGNAGE

SIGNAGE AT DOUBLE DOORS

INTERNATIONAL

SYMBOL OF ACCESSIBILITY,
SIGN TYPE 1 PER DETAIL
SIGN TYPE '3A' OR '3B'

PER DETAIL

GEOMETRIC RESTROOM
SIGNAGE TYPE '4A OR 4B'

PER DETAIL

RESTROOM WALL
SIGNAGE TYPE '5A' OR '5B'

PER DETAIL
'EXIT' OR 'EXIT ROUTE'
SIGNAGE (TYPE '2A' OR '2B')

AS REQUIRED BY SCHEDULE,

REFER TO DETAIL

ALTERNATE LOCATION FOR
'EXIT' OR 'EXIT ROUTE'

SIGNAGE IF CONFLICT W/
ROOM SIGNAGE OCCURS.

PROVIDE 90 DEGREE INHIBITOR

ON ACTIVE LEAF OF DOOR

WHEN OPERATION OF DOOR

ENCROACHES ON CLEAR SPACE

REQUIRED IN FRONT OF SIGNAGE
SIGN TYPE '3A' OR '3B'

PER DETAIL

A B C D E
2 A8.02
4 A8.02
7 A8.023
A8.023
A8.02
1 A8.02
PER DETAIL 3/A8.02
PER DETAIL 4/A8.02
PER DETAIL 3/A8.02
PER DETAIL 7/A8.02
DOOR SIGNAGE MOUNTING LOCATIONS 1/4"=1'-0"
IHC-317 5
PER DETAIL 2/A8.02
ON SHEET A2.02
PER DETAILS 3 & 5

SIGNAGE SIMILAR TO A OR B
9" CENTERED ON TACTILE
CHARACTERS, TYP.
9"9"9" 9"

WOMEN GIRLS
BOYS

RESTROOM
6"
1"6" TYP.
3/8" TYP.
1/2", MIN.

TYP.
5/8" TYP. 1/2" TYP.
1/2" MIN. RADIUS
TYP. ALL

CORNERS
9 3/8"+/-
9 3/8"
9 3/8"+/-

CONTRAST BETWEEN

CHARACTERS, SYMBOLS

AND THEIR BACKGROUND
MUST BE 70% MINIMUM AND

HAVE A NON-GLARE FINISH

FIGURES ARE TO BE

DISTINCTLY DIFFERENT

COLOR AND CONTRAST

FROM THE MAIN SIGN
COLOR.
1/32" RAISED CHARACTERS,
TYP.

CALIFORNIS CONTRACTED
GRADE 2 BRAILE TO MATCH
COPY. TYP. REFER TO
SPECS AND DTL.

FOR FURTHER INFORMATION.

NOTES
:

SIGN TYPE 5A SIGN TYPE 5B
SIGN TYPE 5C SIGN TYPE 5D
SIGN TYPE 5E
MEN
RESTRM. WALL SIGNAGE - TYPE
5 3"=1'-0"
IHC-312 7
60" A.F.F. MAX. TO BASELINE OF THE

HIGHEST LINE OF RAISED CHARACTERS
48" MIN. A.F.F. TO

BOTTOM OF BRAILLE
UNISEX RESTRM. DOOR

SIGNAGE
1-1/2"=1'-0"
IHC-305A 8
1/4" THICK, EQUILATERAL TRIANGLE
MOUNTED ON A 1/4" THICK, 12"
DIAMETER CIRCLE w/ COMBINATION

MEN'S AND WOMEN'S INSIGNIA -

TRIANGLE SHALL EXTEND TO EDGE

OF CIRCLE

SUB-SURFACE IMAGE-

SEE DETAIL

UNISEX RESTROOM SIGNAGE

COLOR OF TRIANGLE SHALL CONTRAST WITH THE COLOR OF
THE CIRCLE, WHICH SHALL CONTRAST 70% WITH THE COLOR OF
THE DOOR.

SYMBOLS ARE TO BE DISTINCTLY
D

IFFERENT FROM THE DOOR IN

COLOR AND CONTRAST, CENTERED
ON DOOR AND MOUNTED 5'-0"

FROM BOTTOM OF DOOR TO
CENTER OF SIGN 1' - 0"
9 A8.02
SIGN TYPE 6
1/8"1/8" ATTACH SIGN USING (3) FLAT-HEAD
WOOD

SCREW COUNTER-SUNK WITH ADHESIVE

OPAQUE WHITE ACRYLIC PLASTIC BLACK
PAINT SYMBOL, SIGN, ETC., ON INTERIOR FACE

OF CLEAR PLASTIC

CLEAR ACRYLIC PLASTIC

PERMANENTLY ADHERE SHEETS TOGETHER

ROUNDED CORNER

SIGN SHALL BE CENTERED ON DOOR AND
MOUNTED AT +5'-0" FROM FINISH FLOOR

TO CENTER OF SIGN
SUBSURFACE IMAGE 6"=1'-0"
IHC-306 9
CHARACTER TYPE:CHARACTERS ON SIGNS SHALL BE RAISED
1/32" INCH (O.794 MM) MINIMUM AND SHALL BE SANS SERIF
UPPERCASE CHARACTERS ACCOMPANIED BY CONTRACTED GRADE 2

BRAILLE
(SEE NOTE 5 BELOW).

CHARACTER SIZE: RAISED CHARACTERS SHALL BE A MINIMUM OF 5/8 INCH HIGH.

FINISH AND CONTRAST: CONTRAST BETWEEN CHARACTERS,
SYMBOLS, AND THEIR BACKGROUND MUST BE 70% MINIMUM AND
HAVE A NON-GLARE FINISH. 11B-703.5.1.

PROPORTIONS: CHARACTERS ON SIGNS SHALL HAVE A WIDTH-
TO-HEIGHT RATIO OF BETWEEN 3:5 AND 1:1 AND A STROKE
WIDTH-TO-HEIGHT RATIO OF BETWEEN 1:5 AND 1:10. 11B-703.2.4.

1. 2.

3. 4.

TEMPLATE FOR CHECKING CHARACTER AND STROKE WIDTH-TO-
HEIGHT PROPORTIONS:
1:1
100%
3:5
60%
1:5
20%
1:10
10%

CHARACTER
WIDTH

STROKE WIDTH
BRAILLE: CONTRCTED CALIFORNIA GRADE 2 BRAILLE SHALL BE

USED WHEREVER BRAILLE IS REQUIRED IN OTHER PORTIONS OF
THESE STANDARDS. DOTS SHALL BE 1/10 INCH (2.54 MM) ON
CENTERS IN EACH CELL WITH 2/10 INCH (5.08 MM) SPACE BETWEEN

CELLS, MEASURED FROM THE SECOND COLUMN OF DOTS IN THE

FIRST CEALL TO THE FIRST COLUMN OF DOTS IN THE SECOND
CELL. DOTS SHALL BE RAISED A MINIMUM OF 1/40 INCH (0.635 MM) ABOVE THE BACKGROUND. 11B-703.3.

5. BRAILLE CELL BRAILLE DOT
INTER-CELL SPACING = .20"
INTER-CELL SPACING WITHIN A CELL = .10"
(VERTICAL OR HORIZONTAL)
.025"
1/40"ROUNDED DOT
(ACCEPTABLE)
NO

SQUARE DOT
(NOT ACCEPTABLE)
REQUIRED ROUNDED OR DOMED CALIFORNIA BRAILLE DOTS.

EACH DISTINCT AND SEPARATE. DOTS WITH STRAIGHT SIDES
AND FLAT TOPS ARE NOT READABLE FOR MANY BRAILLE USERS.

SIGNAGE INFORMATION 12"=1'-0"
IHC-313 12

VISUAL CHARACTERS ON SIGNS SHALL BE SELECTED FROM
FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER “O” IS 60 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT
OF THE UPPERCASE LETTER “I”. STROKE THICKNESS OF THE
UPPERCASE LETTER “I” SHALL BE 10 PERCENT MINIMUM AND 20 PERCENT MAXIMUM OF THE HEIGHT OF THE CHARACTER.

NOT AN

ACCESSIBLE
EXIT
NON-ACCESSIBLE SIGNAGE 3"=1'-0"
EHC-305 13
SIGN TYPE 7
8"
8"

RAISED COPY ACRYLIC PANEL
SIGN w/ BORDER FRAME.

LETTER TYPE STYLE SHALL BE
HELVETICA MEDIUM. MOUNT SIGN
(LOCATIONS PER PLANS) w/

CONCEALED FASTENERS
GRADE 2 BRAILLE TO MATCH COPY
48" MIN. A.F.F. TO

BOTTOM OF

BRAILLE
DIRECTIONAL SIGNAGE 6"=1'-0"
IHC-319 14
9 1/4"
5 1/2"
TO

ACCESSIBLE
EXIT

RAISED COPY ACRYLIC PANEL
SIGN w/ BORDER FRAME.

LETTER TYPE STYLE SHALL BE
HELVETICA MEDIUM. MOUNT SIGN
(LOCATIONS PER PLANS) w/

CONCEALED FASTENERS

THE INTERNATIONAL SYMBOL OF

ACCESSIBILITY SHALL CONSIST OF A
WHITE FIGURE ON A BLUE BACKGROUND.

THE BLUE SHALL BE EQUAL TO COLOR
#15090 IN FEDERAL STANDARD 595a
GRADE 2 BRAILLE

TO MATCH COPY
SIGN TYPE 8
48" MIN. A.F.F. TO

BOTTOM OF BRAILLE

ASSISTIVE LISTENING

SYSTEM AVAILABLE

MAIN LOBBY

PRIOR ARRANGEMENTS MUST

BE MADE FOR EVENTS AFTER

NORMAL BUSINESS HOURS
12".
6".

RAISED COPY ACRYLIC PANEL
SIGN w/ BORDER FRAME.

LETTER TYPE STYLE SHALL BE
CENTERED AT +60 " A.F.F.
(LOCATIONS PER PLANS) w/

CONCEALED FASTENERS

THE INTERNATIONAL SYMBOL

OF ACCESSIBILITY FOR

HEARING IMPAIRED SHALL

CONSIST OF A WHITE FIGURE
ON A BLUE BACKGROUND.

THE BLUE SHALL BE EQUAL
TO COLOR #15090 IN
FEDERAL STANDARD 595B.

A.L.S. SIGNAGE 1/2"=1'-0"
IHC-309A 16
4"
TYP.

AS REQUIRED
TYP.
3/8" MIN.
1/2" MAX.
(TYP.)
EXIT
ROUTE
EXIT
1/32" RAISED CHARACTERS
(TYP.).
1/2" RADIUS (TYP.)
1/4" MIN. BORDER (TYP.)CA CONTRACTED GRADE
2 BRAILLE TO MATCH COPY
(TYP.).
1" HIGH LETTERS/
NUMBERS (TYP.).
60" A.F.F. MAX. TO BASELINE OF THE

HIGHEST LINE OF RAISED CHARACTERS
NOTES:

1. LETTER TYPE STYLE SHALL BE SANS SERIF.

2. PROVIDE DIE-RAISED ALUMINUM PANEL SIGNS
W/ RAISED BORDERS AT EXTERIOR LOCATIONS.

3. PROVIDE RAISED COPY ACRYLIC SIGNS W/
BORDER FRAMES AT INTERIOR LOCATIONS.

4. ALL FASTENERS SHALL BE CONCEALED.

5. COLOR TO BE SELECTED BY ARCHITECT.

6. CONTRACTED GRADE 2 BRAILLE.

SIGN TYPE 2A
SIGN TYPE 2B
EXIT SIGNAGE - TYPE 2A / 2B 3"=1'-0"
IHC-315A 2
1/2" MIN.
48" MIN. A.F.F. TO BOTTOM OF BRAILLE

PER CBC SECTION
1117B.5.7

LIBRARY ROOM
100
TYPE 3A TYPE 3B
CALIF. GRADE 2 BRAILLE
TO MATCH COPY - TYP.
1/32" RAISED
CHARACTERS - TYP.
1/2"
RADIUS
TYP. 1" HIGH

LETTERS/
NUMBER
S
TYP.

NOTES:

1. COORDINATE AND SCHEDULE SIGN VERBAGE WITH ARCHITECT

AND DISTRICT

2. ALLOW UP TO 16 CHARACTERS FOR TYPE 3A SIGN AND UP TO 8 CHARACTERS FOR TYPE 3B SIGN.

3. LETTER TYPE STYLE TO BE HELVETICA MEDIUM.

4. PROVIDE DIE-RAISED ALUMINUM PANEL SIGNS W/ RAISED
BORDERS AT EXTERIOR LOCATIONS.

5. PROVIDE RAISED COPY ACRYLIC PANEL SIGNS W/ BORDER
FRAMES AT INTERIOR LOCATIONS.

6. ALL FASTENERS SHALL BE CONCEALED.

7. COLORS TO BE SELECTED BY ARCHITECT.

CALIF. GRADE 2 BRAILLE
TO MATCH COPY - TYP.

SIGNAGE DETAIL - TYPE 3A / 3B 3"=1'-0"
IHC-303 3

LENGTH AS REQUIRED
4"
1/4", MIN.
1/2", MIN.
1/2" MAX.
3/8" MIN.
60" A.F.F. MAX.
6"
6"
1/4" MIN.
1/2" MAX.
3/8" MIN.
1/2" MIN.
60" A.F.F. MAX. TO BASELINE OF THE

HIGHEST LINE OF RAISED CHARACTERS
48" MIN. A.F.F. TO

BOTTOM OF BRAILLE
48"MIN.

A.F.F.
1 32 4
A
1 2 3 4
5 5
P.O. BOX 1120

VISTA, CA
92085-1120
(760) 941-4647
www.mjkarchitecture.com
CONSULTANT:

MJK

ARCHITECTURE
MICHAEL J. KANTARCHITECT

A PROFESSIONAL CORPORATION
PROJECT NAME:

PROJECT ADDRESS:
6 6
B
C
D
E

AGENCY APPROVAL
SHEET NO:

SHEET TITLE:

PROJECT NO:

CAD DWG FILE:

DRAWN BY:

CHK'D BY:

DESCRIPTIONDATEMARK
DATE:

MJK ARCHITECTURE2022
REV NO:

REVISIONS:
. . .
. . .
. . .
. . .
. . .
. . .

TECHNICAL
CAREER

INSTITUTE -
TENANT

IMPROVEMENTS
2075 LAS PALMAS
DRIVE

CARLSBAD, CA,
92011
A8.02

DOOR & ROOM

SIGNAGE
2021-07.02
MJK
MJK
AUGUST 30, 2022 PLAN CHK.

May 9, 2023
Item #6 Page 28 of 50
-
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1. MULTIPLE FINISHES AT WALL, FLOOR AND/OR CEILING.

REFERENCE PLAN OR ELEVATIONS FOR LOCATIONS.

2. REFER TO INTERIOR ELEVATIONS FOR LOCATIONS OF
NEW ACOUSTICAL WALL PANELS.

3. REFER TO FLOOR PLAN FOR LOCATION OF NEW WALK-OFF
MATS. GRIND EXISTING SLAB AS REQUIRED FOR FLUSH
INSTALLATION. INSTALL PER MANUFACTURER'S
RECOMMENDATIONS.

4. PATCH WALL AND MATCH EXISTING WALL FINISH,
TEXTURE, ETC. WHERE EXISTING WALL WAS REMOVED.

ROOM FINISH SCHEDULE REMARKS

1. NOT ALL "REMARKS" MAY NECESSARILY BE USED OR
REFERENCED.

2. IF A COLOR IS NOT SELECTED IN THE ROOM FINISH

SCHEDULE, SELECTIONS SHALL BE MADE AFTER THE BID

FROM THE MANUFACTURER'S FULL RANGE OF AVAILABLE
COLORS.

3. INTERIOR FINISHES SHALL COMPLY WITH CHAPTER 8 OF
THE 2010 C.B.C. (TABLE 803-9), AND SHALL HAVE A MINIMUM A MINIMUM FLAME SPREAD AS FOLLOWS:

CLASS "A": FLAME SPREAD 0-25; SMOKE DEVELOPED 0-450.

CLASS "B": FLAME SPREAD 26-75; SMOKE DEVELOPED
0-450.

CLASS "C": FLAME SPREAD 76-200; SMOKE DEVELOPED
0-450.

ROOM FINISH GENERAL NOTESROOM FINISH SCHEDULE LEGEND

FLOOR WAINSCOT
F0 EXISTING FLOOR FINISH TO REMAIN
F1 NEW CONCRETE
F2 UNGLAZED CERAMIC MOSAIC TILE
F3 PORCELAIN PAVER TILE
F4 RESILIENT FLOORING - SHEET VINYL
F5 VINYL COMPOSITION TILE
F6 LINLOEUM TILE
F7 CARPET
F8 TWO LAYERS OF 3/4" PLYWOOD
F9 RESILIENT SPORTS FLOOR
WT0 EXISTING WAINSCOT FINISH TO
REMAIN
WT1 GLAZED CERAMIC TILE
WT2 3/4" THICK AC PLYWOOD OVER
GYP. BRD. REFER TO ELEC.

BASE WALLS
B0 NONE
B1 EXISTING BASE TO REMAIN
B2 UNGLAZED CERAMIC MOSAIC TILE
B3 PORCELAIN PAVER TILE
B4 TOPSET COVED RUBBER WALL BASE
B5 INTEGRAL COVED SHEET VINYL BASE
(4")
B6 COVED GLAZED CERAMIC TILE TO

MATCH WALL TILE
W0 EXISTING WALL SUBSTRATE TO
REMAIN
W1 5/8" GYPSUM WALLBOARD
W2 5/8" TYPE 'X' GYPSUM WALLBOARD
W3 5/8" MOISTURE RESISTANT GYPSUM

WALLBOARD
W4 2-LAYERS OF 1/2" TYPE 'X' GYPSUM
BOARD
W5 5/8" HIGH IMPACT GYPSUM BOARD.

W6 EXPOSED CONCRETE MASONRY

CEILINGS FINISHES
C0 EXISTING TO REMAIN
C1 5/8" GYPSUM WALLBOARD
C2 5/8" TYPE 'X' GYPSUM WALLBOARD
C3 TYPE 1ACOUSTICAL TILE CEILING
(2x2)
C4 TYPE 2ACOUSTICAL TILE CEILING
(2X4)
C5 TYPE 3ACOUTICAL CEILING TILE
(2X4)
C6 EXPOSED ROOF STRUCTURE
A NONE

B FACTORY FINISH

C SLIP RESISTANT

D PAINTED - FLAT

E PAINTED - EGGSHELL ENAMEL

F PAINTED - SEMIGLOSS ENAMEL

G PAINTED - EPOXY

H ANTI-GRAFFITI COATING

I VARNISH

J VINYL WALLCOVERING

K VINYL COVERED TACKSURFACE

L FABRIC COVERED TACKSURFACE

M FIBERGLASS REINFORCED PLASTIC

PANELS (FRP)

N CONCRETE SEALER

O ACOUSTICAL PANELS

P ACOUSTICAL FABRIC

WALLCOVERING

Q VENETIAN PLASTER
R GLUE-ON 12"x12" ACOUSTICAL CEILING
TILE

S STAINED & POLISHED CONCRETE
1 32 4
A
1 2 3 4
5 5
P.O. BOX 1120

VISTA, CA
92085-1120
(760) 941-4647
www.mjkarchitecture.com
CONSULTANT:

MJK

ARCHITECTURE
MICHAEL J. KANTARCHITECT

A PROFESSIONAL CORPORATION
PROJECT NAME:

PROJECT ADDRESS:
6 6
B
C
D
E

AGENCY APPROVAL
SHEET NO:

SHEET TITLE:

PROJECT NO:

CAD DWG FILE:

DRAWN BY:

CHK'D BY:

DESCRIPTIONDATEMARK
DATE:

MJK ARCHITECTURE2022
REV NO:

REVISIONS:
. . .
. . .
. . .
. . .
. . .
. . .

TECHNICAL
CAREER

INSTITUTE -
TENANT

IMPROVEMENTS
2075 LAS PALMAS
DRIVE

CARLSBAD, CA,
92011
A9.01

ROOM FINISH

SCHEDULE
2021-07.02
MJK
MJK
AUGUST 30, 2022 PLAN CHK.

ROOM FINISH SCHEDULE - BREW TECH LAB
R
oom
Number Area Room Name

FLOOR BASE WAINSCOT WALLS CEILING
RemarksMAT. FIN. MAT. FIN. MAT. FIN.

HGT
.

ELEV. 1 /

1.5 ELEV. 2 /

2.5 ELEV. 3 /

3.5 ELEV. 4 /

4.5 MAT. FIN.

HGT
.MAT. FIN. MAT. FIN. MAT. FIN.

MAT
. FIN.
9 1771 SF Brew Tech Lab
Gr
and total: 1 1771 SF

ROOM FINISH SCHEDULE - WELDING LAB
R
oom
Number Area Room Name

FLOOR BASE WAINSCOT WALLS CEILING
RemarksMAT. FIN. MAT. FIN. MAT. FIN.

HGT
.

ELEV. 1 /

1.5 ELEV. 2 /

2.5 ELEV. 3 /

3.5 ELEV. 4 /

4.5 MAT. FIN.

HGT
.MAT. FIN. MAT. FIN. MAT. FIN.

MAT
. FIN.
53 1152 SF Welding Lab F5 B / C B4 B N/A N/A N/A W0 E W0 E W0 E W0 E C 5 FF 9' - 0" 4 Grand total: 1 1152 SF
May 9, 2023
Item #6 Page 29 of 50
,&i_i.O ARcf.t/r·
lL "0
. ....., MICHAEL J. KAN __...
*11/Wur}'jrJ/i,. *
No. C:179§'d44 _(5)4'- EXP~ 66/23 ,.,_~-,?r~ ,,_o,:.
~ "Op CA\.Y' .
6 6
6 6
6 6
©
May 9, 2023
Item #6 Page 30 of 50
1 A I I
B I I
C I I
D
E
1 2 3

MECHANICAL LEGEND (SYMBOLS) AND ABBREVIATIONS
VALVES AND FlTllNGS PIPING SYMBOLS
---161-- BALL VALVf. -RL-
---N- CHECK VALVf. -RS-
~ BACKFLOW PREl/f.NTOR -RG-
---1><1-- GATE VALE -HWS-
~ PRESSURE REDUCING VALVE -HWR-
-----0<J-- CONTROL VALVf. -CHWS---
----M-- CALIBRATED BALANCING VALVf. -CWSR----
----r-.t-- BUffiRFlLY VALVf. -cws-
-----1"3-- PLUG VAL Vf. -CWR-
--IX!-- GLOBE VALVE -STM-
--IO I-- AUTOMATIC FlLOW CONTROL VALVE ---CN-
----r¾-- TRIPLE DUTY VALVE -FW-
____re.__ SOLENOID VALVE --SW-
---IIJ-- STEAM TRAP -D-
llilll SMOKE DUCT DETECTOR -CSTM-
--ii-- BLIND FlLANGE -CCA-
t- TRICLAMP -VAC-

E-- PIPE CAP (THREADED)

I-- PIPE CAP (WELDED)
---ti>-- UNION -
----i)-- REDUCER
-----iy- STRAINER
~ THERMOMETER
~ PRESSURE GAUGE
f

RELIEF VALVE
~ AUTOMATIC AIR Vf.NT
--iV\1--- FLEXIBLE PIPE CONNECTION

A/C AIR CONDITIONING FA

ABS ABSOLUTE FC
AFF ABOVf. FINISHED FLOOR FlLA
AFG ABOVf. FINISHED GRADE FlLX
ALUM. ALUMINUM FlPM
AMPS AMPERES FlPS

AP ACCESS PANEL GAL
ATM. ATMOSPHERE GALV
AUTO. AUTOMATIC GE

BAS BUILDING AUTOMATION SYSTEM GPH

BHP BRAKE HORSE POWER GPM

B/G BELOW GRADE HP

BTU BRITISH THERMAL UNIT HVAC
CFlM CUBIC FEET PER MINUTE HZ

DB DRY BULB IN

DOC DIRECT DIGITAL CONTROL IN WG
DIA DIAMETER K.W.

ON D01\N LAT
DTR D01\N THROUGH ROOF LOB

E OR (E) EXISTING LWB

EA EXHAUST AIR LWT

EAT ENTERING AIR TEMPERATURE MA

EDB ENTERING DRY BULB TEMPERATURE NC

ETR EXISTING TO REMAIN NO
ESP EXTERNAL STATIC PRESSURE N.I.C.

EWB ENTERING WET BULB TEMPERATURE NTS

EWT ENTERING WATER TEMPERATURE
SPIRAL ROUND BRANCH DUCT \
(SIZE AS INDICTED ON FlLOOR
PLANS)

REFRIGERANT LIQUID IAI B I

REFRIGERANT SUCTION

REFRIGERANT GAS
HEATING HOT WATER SUPPLY ~

HEATING HOT WATER RETURN

CHILLED WATER SUPPLY
CHILLED WATER RETURN ~

CONDENSER WATER SUPPLY

CONDENSER WATER RETURN

PLANT STEAM

CONDENSATE RETURN
ffi FlEEDWATER (STEAM)

SOFTWATER
DRAIN

CLEAN STEAM

CLEAN COMPRESSED AIR
VACUUM
0 PIPE DOWN

PIPE UP
0 PIPE DOWN
EB
~
B
[::.iii
~
~,$$$$'
i Ill R Ill t
illl-Llllt
{
* s
" --<I
0 (XX-X)

ABBREVIATIONS

FREE AREA IN SQUARE FEET OSA
FAIL CLOSED; FLEXIBLE CONNECTION OBD
FlULL LOAD AMPS OED
FlLEXIBLE CONNECTION PH
FlEET PER MINUTE PLBG
FlEET PER SECOND PSIG

GALLON QTY

GALVANIZED RA
GENERAL EXHAUST S.S.

GALLON PER HOUR SA

GALLON PER MINUTE SEC

HORSE POWER SFD
HEATING Vf.NTILATING AND AIR-CONDITIONING SP
HERTZ
INCHES

INCHES OF WATER GAUGE

KILOWATTS

LEAVING AIR TEMPERATURE

LEAVING DRY BULB TEMPERATURE

LEAVING WET BULB TEMPERATURE

LEAVING WATER TEMPERATURE

MAKEUP AIR

NORMALLY CLOSED

NORMALLY OPEN

NOT IN CONTRACT

NOT TO SCALE

PROVIDE PLASTIC ZIP CORD
FAS TENER (TYP /2). SEE
GENERAL NOTE 2 FOR OPTION.

SQ.FT.

SID
TBR
TEMP.

TIF
TSP
TYP
U.N.O.

UTR
W/
W/0
WB
WMS
VFD

NSULATED FLEXIBLE DUCT
5'-0" MAXIMUM LENGTH 45 DEG
'

SQUARE DIFFUSER / REGISTER
A = DESIGNATION
B = AIRFlLOW
GRILLE
A = DESIGNATION
B = AIRFlLOW
C= SIZE
LINEAR DIFFlUSER
A = DESIGNATION
B = AIRFlLOW
C= LENGTH (FEET)
D = NUMBER Of SLOTS

E - SLOT SIZE (INCHES)

EQUIPMENT TAG
A = TYPE
B = EQUIPMENT NUMBER / UNIQUE IDENTIFlER
SUPPLY DIFFlUSER
THROW DIRECTION AS INDICTED ON PLANS (4-WAY IF

NONE INDICATED)

RETURN GRILLE

EXHAUST GRILLE
DETAIL/SHEET REFlERENCE
(DETAIL "A" ON DRAWING "B")
SECTION OR ELEVATION REFlERENCE
(SECTION "A" ON DRA\\1NG "B")

SUPPLY DUCT SECTION

RETURN DUCT SECTION

EXHAUST DUCT SECTION
REMOVE EXIST. EQUIP. OR PIPES SHOWN HATCHED

DUCT RISE (IN DIRECTION OF ARROW)
DUCT DROP (IN DIRECTION Of ARROW)
DUCT 111TH SOUND INSULATION/LNING

CONNECT TO EXISTING EQUIPMENT, DUCTWORK, PIPING

LIMITS OF DUCTWORK, PIPING DISCONNECTION

SMOKE FIRE DAMPER (SFD)

ROOM SENSOR (ASSOCIATED MECHANICAL UNIT)

OUTSIDE AIR

OPPOSED BLADE DAMPER

OPEN END DUCT
PHASE

PLUMBING

POUNDS PER SQUARE INCH GAUGE

QUANTITY

RETURN AIR

STAINLESS STEEL

SUPPLY AIR
SECOND

SMOKE FIRE DAMPER

STATIC PRESSURE
SQUARE FlEET OR SQUAR FOOT

STANDARD
TO BE REMOVf.D

TEMPERATURE
TRANSFlER

TOTAL STATIC PRESSURE

TYPICAL
UNLESS NOTED OTHER\\1SE

UP THROUGH ROOF
111TH

WITHOUT

WET BULB

WIRE MESH SCREEN
VARIABLE FREQUENCY DRIVf.

J I A

ATTACH HANGER WIRE TO

STRUCTURE
2 VOLUME □ AMER 111TH LOCKING DAMPER __/
REGULATOR. LOCATE AT CONECTINO TO
FlLEXIBLE DUCT OR BRANCH
CONNECTION TO MAIN DUCT.
1 SEE SUPPORT NOTE 2.
===&
T
A-----2" \\1DE SHEETMETAL STRAP AT
MID-LENGTH OF FlLEXIBLE DUCT

LAY-IN TYPE DIFFUSER
(
SEE SUPPORT NOTE I.
o o oJ f / T-BAR CEILING
\ ' .JJ;----~-
\_ ATTACH DUCT TO CEILING DIFFUSER WITH STAINLESS
STEEL BAND 111TH HEX SCREW TO TIGHTEN BANK 111TH A
WORM-GEAR ACTION.

GENERAL NOTES: SUPPORT NOTES;
>----------------------'

1. ROUND NECK CEILING DIFFUSER SHOWN. PROVIDE SQUARE TO ROUND I. PROVIDE CEILING GRID CUP AT TWO OPPOSITE SIDES OF GRILLE ATTACHED TRANSITION (8" MIN. HEIGHT) FOR SQUARE NECK DIFFlUSERS. TO GRILLE v.1TH SHEETMETAL SCREWS.

2. WHERE FACTORY INSTALLED SHEET METAL FlTTING ENDS ARE PROVIDED, ATTACH TO BRANCH DUCT 111TH SHEET METAL SCREWS AND DUCT SEALER.

CEILING DIFFUSER (BRANCH DUCT TAKE-OFFJCALE: NONEG)
3 4
4 5

MECHANICAL PLAN CHECK NOTES
I. CALIFORNIA MECHANICAL CODE (CMC) 2019, CALIFORNIA PLUMBING CODE (CPC) 2D19 AND 2D19 TITUE 24 ENERGY STANDARDS ARE THE CODES/STANDARDS THAT ARE APPLICABLE TO THIS PROJECT.

2. ALL INSULATION MATERIAL SHALL COMPLY 111TH THE CMC SECTION 602.2. FlLAME SPREAD-RATING OR 25 OR LESS AND A SMOKE DEVf.LOPED RA TING OF 50 OR LESS.

3. HVAC DUCTWORK SYSTEMS SHALL BE INSULATED \IHH MATERIALS CONSISTENT WITH THE REQUIREMENTS OF SECTIONS 110.8, 120.3, AND 120.4 OF THE CALIFORNIA ENERGY EFFICIENCY STANDARDS, AND 2019 CALIFORNIA MECHANICAL CODE (CMC) CHAPTER 6, TABLE 6-D. FlLAME SPREAD-RATING OR 25 OR LESS AND A SMOKE DEVf.LOPED RATING OF 50 OR LESS.

4. HVAC SYSTEMS AUTOMATIC CONTROLS SHALL COMPLY 111TH THE CONTROL REQUIREMENTS PER SECTIONS 110.2 AND 120.2 OF THE CALIFORNIA ENERGY EFFICIENCY STANDARDS.

5. ALL MATERIALS EXPOSED \\1THIN DUCTS OR PLENUMS, FLEXIBLE DUCTS AND DUCT INSULATION SHALL COMPLY 111TH CMC SECTION 602.2 AND SHALL HAVE A FlLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE DEVf.LOPED RATING OF NOT MORE THAN 50.

6. PROVIDE SMOKE DETECTORS ON AIR MOVING SYSTEMS EXCEEDING 2000 CFM AT SUPPLY AIR DUCTS. (2019 CMC 608.1)

7. FACTORY-MADE FLEXIBLE AIR DUCTS AND CONNECTORS SHALL NOT BE MORE THAN 5 FEET IN LENGTH PER SECTION 603.4.1 CMC.

B. PENETRATIONS IN FlRE-RESISTIVE WALLS, PARTITIONS AND FlLOORS WHERE PROTECTED OPENINGS ARE REQUIRED SHALL BE FIRE STOPPED USING APPROVf.D MATERIALS, SECURELY INSTALLED AND CAPABLE OF MAINTAINING THEIR INTEGRITY AND PREVENTING THE MOVEMENT OF HOT FlLAMES OR GASES THROUGH THE

VOID SPACES BETWEEN PENETRATING MATERIALS AND WALLS, PARTITIONS AND FLOORS WHEN TESTED IN ACCORDANCE l'ITH ASTM STANDARD E-B14 OR UL STANDARD 1479. PROVIDE DESIGN DETAILS ON ORA\\1NGS

DEPICTING APPROVED (LISTED) METHODS AND MATERIALS USED TO PROTECT PENETRATIONS IN WALLS, PARTITIONS AND FlLOORS.

MECHANICAL CAL GREEN NOTES
I. AT TIME OF ROUGH INSTALLATION AND DURING STORAGE ON THE CONSTRUCTION SITE UNTIL FINAL STARTUP OF HEATING, COOLING AND Vf.NTILATING EQUIPMENT, All DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED 111TH TAPE, PLASTIC, SHEETMETAL OR OTHER METHODS

ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF DUST, WATER AND DEBRIS WHICH MAY ENTER THE SYSTEM. (CAL GREEN SEC: 5.504.3)

2. PROVIDE THE BUILDING OWNER OR REPRESENTATIVf. 111TH DETAILED OPERATING AND MAINTENANCE INSTRUCTIONS AND COPIES OF GUARANTIES/WARRANTIES FOR EACH SYSTEM. O&M INSTRUCTIONS SHALL BE CONSISTENT v.1TH OSHA REQUIREMENTS IN CCR, TITUE 8, SECTION 5142 AND OTHER RELATED REGULATIONS.

3. PERFORM TESTING AND ADJUSTING PROCEDURES IN ACCORDANCE 111TH INDUSTRY BEST PRACTICES AND APPLICABLE NATIONAL STANDARDS ON EACH SYSTEM. (CG 5.410.3) BEFORE A NEW SPACE-CONDITIONING

SYSTEM SERVING A BUILDING OR SPACE IS OPERATED FOR NORMAL USE, THE SYSTEM SHALL BE BALANCED IN ACCORDANCE 111TH THE PROCEDURES DEFINED BY THE TESTING, ADJUSTING AND BALANCING BUREAU NATIONAL STANDARDS; THE NATIONAL ENVIRONMENTAL BALANCING BUREAU PROCEDURAL STANDARDS; OR ASSOCIATED AIR BALANCE COUNCIL NATIONAL STANDARDS. (CG 5.410.4.3.1) AFTER COMPLETION OF TESTING, ADJUSTING AND BALANCING (TAB), PROVIDE A FINAL REPORT OF TESTING SIGNED BY THE INDl\'lDUAL RESPONSIBLE FOR PERFORMING THESE SERVICES. (CG 5.410.4.4)

ABMIENT AIR CLEANER
SUPPLY FAN FlLTERS
6 HVAC GENERAL NOTES
I. CONTRACTOR SHALL VERIFY ALL EQUIPMENT MODEL NUMBERS, CAPACITIES, SIZES, VOLTAGES, AND ALL OTHER SCHEDULED INFORMATION 111TH ALL OTHER APPLICABLE TIRADES AND WITH THE MANUFACTURER PRIOR TO INSTALLATION.

2. CONTRACTOR SHALL VERIFY ALL LOCATIONS, SIZES, POCs, AND AVAILABILITY OF ALL EXISTING ITEMS PRIOR TO INSTALLATION OF ANY MATERIAL OR EQUIPMENT.

3. THESE DRAv.1NGS ARE ESSENTIALLY DIAGRAMMATIC AND ARE NOT INTENDED TO INDICATE ALL NECESSARY OFFSETS OF DUCTWORK AND PIPING. THE CONTRACTOR SHALL INSTALL MATERIAL AND EQUIPMENT IN A MANNER AS TO CONFORM TO STRUCTURE, AVOID OBSTRUCTIONS, PRESERVf. HEADROOM, AND KEEP OPENINGS AND PASSAGEWAYS CLEAR. ALL INSTALLATIONS SHALL BE CONSISTENT WITH NORMALLY ACCEPTABLE INDUSTRY STANDARDS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS THAT WOULD AFFECT THE SYSTEM PERFORMANCE OR WHICH WOULD INCUR ADDITIONAL COSTS.

THIS NOTIFlCATION SHALL BE MADE PRIOR TO THE INSTALLATION OF THE ITEMS CONCERNED.

4. NEW AND/OR EXISTING EQUIPMENT INDICATED ON THIS DRA\\1NG IS SHOWN IN APPROXIMATE POSITION(S).

CONTRACTOR SHALL FIELD Vf.RIFY ALL EXISTING CONDITIONS INCLUDING EQUIPMENT LOCATIONS, POCs AND STRUCTURAL MEMBERS PRIOR TO INSTALLATION. IN All CASES, ADEQUATE ACCESS (PER MANUFACTURER'S

RECOMMENDATIONS AND CODE COMPLIANCE) FOR MAINTENANCE AND REPLACEMENT OF EQUIPMENT SHALL BE PROVIDED.

5. ALL WORK SHALL BE DONE IN ACCORDANCE 111TH ALL APPLICABLE CODES. NOTHING SHOWN IN THE PLANS OR STATED IN THE SPECIFlCATIONS IS INTENDED TO INDICATE THAT THE INSTALLATION OF CONNECTIONS OF ANY ITEM DR DE\'lCE SHOULD BE DONE CONTRARY TO THE MANUFACTURER'S INSTRUCTIONS AND ALL APPLICABLE CODES AND REGULATIONS. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT THE

INSTALLATION AND CONNECTIONS OF ALL ITEMS AND DEVICES CONFORM TO MANUFACTURER'S INSTRUCTIONS AND TO ALL APPLICABLE CODES AND REGULATIONS.

6. ALL HVAC EQUIPMENT, MATERIAL, AND ALL CONNECTION THERETO SHALL BE INSTALLED COMPLETE PER MANUFACTURER'S INSTRUCTIONS TO PROVIDE A COMPLETE AND FULLY OPERATIONAL SYSTEM.

7. DUCT SIZES INDICATED ON DRA\\1NGS ARE IN~DE NET CLEARANCE DIMENSIONS.

B. CONTRACTOR MAY, AT HIS OPTION, REVISE DUCTWORK SIZING AND ROUTING TO ALLOW FOR INSTALLATION IN THE AVAILABLE SPACE. DUCTWORK THAT IS RESIZED MUST MAINTAIN THE SAME CROSS-SECTIONAL AREA.

FlLEX DUCT IS LIMITED TO A MAXIMUM OF 5' AT EACH REGISTER.

9. ALL SUPPLY, RETURN, AND EXHAUST REGISTER CONNECTIONS TO DUCTWORK SHALL BE PRO\'lDED v.1TH ACCESSIBLE MANUAL VOLUME DAMPERS. ALTERNATIVf.LY, ACCES~BLE MANUAL VOLUME DAMPERS MAY BE PROVIDED IN DUCT WORK FlEEDER LINES SERVING INDl\'lDUAL REGISTERS.

10. IF THE CONTRACTOR'S USE OF SUBSTITUTE MATERIALS, EQUIPMENT, OR METHODS OF INSTALLATION REQUIRES ANY CHANGES IN OTHER TRADES' WORK FROM THAT SHOWN ON THE DRAv.1NGS, THE EXTRA COST OF THE OTHER TRADES WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR INITIATING THE SUBSTITUTION.

11. SUBMITTALS: APPROVAL OF SUBMITTALS DOES NOT RELEASE THE CONTRACTOR FROM OBLIGATIONS TO COMPLY 111TH All REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS OR APPLICABLE CODE REGULATIONS.

LIMITATION ON FLEXIBLE DUCT
PER CMC 603.4.1 & 603.5 THE USE OF FACTORY MADE FLEXIBLE AIR DUCTS SHALL BE LIMIITED AS FOLLOWS:
(1) CANNOT BE GREATER THAN 5' IN LENGTH, (2) CANNOT BE USED AS A REPLACEMENT OF RIGID ELBOWS (I.E. ONLY AN ELBOW CONNECT TO A TERMINAL DEVICE/REGISTER IS ACCEPTABLE), (3) SAG BETWEEN SUPPORTS HANGERS SHALL NOT EXCEED 1/2" PER FOOT OF SUPPORT SPACING, AND (4) THE ELBOW CONNECTION TO THE TERMINAL DEVICE/REGISTER IS REQUIRED TO HAVf. A BEND RADIUS NOT LESS THAN ONE DUCT DIAMETER.

DUCT LEAKAGE TEST
DUCT LEAKAGE TESTING SHALL BE CONDUCTED IN COMPLIANCE 111TH CMC 603.10.1.

PLAN I MANUFACTURER & I AIRFlLOW ESP MOTOR DATA I I OPER. WT. MARK MODEL NO. (IN WG) HP I PRE FINAL (LIBS.) (CFM) QTY (EA) V/PH/HZ ~
MICRO AIR 2,500 0.75 1 3 I 20B/3/60 I MERV 8 I MERV 15 I 270 I~ MX3510 REMARKS:

CD PRO\'lDE SMOKE DUCT DETECTOR IN SUPPLY AIR STREAM AND INTERLOCK Y,1TH FIRE ALARM SYSTEM AND UNIT FOR SHUTDOWN PER 60B OF THE CALIFORNIA MECHANICAL CODE.
0 PRO\'lDE BACK RETURN, FRONT DISCHARGE, ~DE FILTER ACCESS AND FlLANGES CONNECTION FOR DUCTED SUPPLY AND RETURN.

AIR DISTRIBUTION DEVICE SCHEDULE
PLAN
MARK
1s11 - I
IR11 - I

MANUFACTURER &
MODEL NO.

PRICE
SMCD
PRICE
POOR

SERVICE
SUPPLY

EXHAUST /
RETURN

NECK SIZE
6,6
8x8
10,10
12,12
14,14
18,18
6"
B"
10·
12·
14•
18x1B
22,22
AIRFlLOW
(CFlM) FACE SIZE BORDER TYPE
0 - 100
110 - 220
230 - 390
400 - 600 24x24 LAY-IN
610 - 800
810 - 1350
0 - 10D
110 - 22D
230 - 39D
400 - 60D 24,24 LAY-IN
610 - BOO
B1D - 130D
1310 - 1B00
5 DESCRIPTION

MODULAR CORE SUPPLY DIFFUSER
111TH FOUR REMOVABLE AIRFlLOW

MODULES

PER FORA TED FACE RETURN GRILLE
FINISH

OFF WHITE

REMARKS
PROVIDE SQUARE-TO-ROUND ADAPTER. INSTALL 111TH
4-WAY THROW UNLESS NOTED OTHER\\1SE ON PLANS.

SIZE NECK SIZE TO EQUAL THE LARGER OF THE DUCT

SIZE INDICTED ON THE PLANS OR THE NECK SIZE
SCHEDULE ACCORDING TO AIRFlLOW. IN CASES OF
TRANSFlER DUCTS, SIZE NECK PER DUCT SIZE
INDICATED ON PLANS. SUBSTITUTE SQUARE NECK FOR
LOW CLEARANCE APPLICATION.
6 AGENCY APPROVAL
MJK

ARCHITECTURE
MICHAEL J. KANTARCHITECT

A PROFESSIONAL CORPORATION
&-,,DA.
rcC
i* I "2""z f
.I. \ - No. df 7,
u"~ EXP.

P.O. BOX 1120

VISTA, CA
92085-1120
I
(760) 941-4647
www.mjkarchitecture.com
CONSULTANT:
.J&R Engineering &
Consulting, Inc.
16769 Bernardo Center Drive, Suite 1 #768
San Diego, CA 92128
PROJECT NAME:

TECHNICAL
CAREER

INSTITUTE -
TENANT

IMPROVEMENTS
PROJECT ADDRESS:
2075 LAS PALMAS
DRIVE

CARLSBAD, CA,
92011
REVISIONS:

MARK I DATE I □ESC~PTION
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SCHEDULE, LEGEND

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[Il DISCONNECT AND REMOVE EXIS]NG SUPPLY AND REWRN DUCTWORK BACK TO PLENUMS AND ASSOCIA ITD GRILLES.
[II DISCONNECT AND REMOVE EXISTING SUPPLY AND REWRN DUCTWORK AND PREPARE FOR EITTNSION.
[lj DISCONNECT AND RELOCAIT EXIS]NG THERMOSTAT. ASSOCIAITD DUCT MOUNITD SENSOR TO REMAIN.
[I] DISCONNECT AND RELOCAIT EXIS]NG THERMOSTAT. ASSOCIAITD DUCT MOUNITD SENSOR TO REMAIN.
6 AGENCY APPROVAL
MJK

ARCHITECTURE
MICHAEL J. KANTARCHITECT

A PROFESSIONAL CORPORATION
~
0JAR~ P.O. BOX 1120
f_,~~ ~~ , t:: KAN ".1 VISTA, CA
11*( ~""[ ~ *j 92085-1120
\ ~ 6i1iij~ (760) 941-4647
~~~ www.m1karch1tecture.com
CONSULTANT:
.J&R Engineering &
Consulting, Inc.
16769 Bernardo Center Drive, Suite 1 #768
San Diego, CA 92128
PROJECT NAME:

TECHNICAL
CAREER

INSTITUTE -
TENANT

IMPROVEMENTS
PROJECT ADDRESS:
2075 LAS PALMAS
DRIVE

CARLSBAD, CA,
92011
REVISIONS· .

MARI RK DATE DESCRIPTION
t:,_ .
t:,_ .
t:,_
t:,_ .
t:,_
t:,_ .

DATE: REV NO: CON. DOC.

PROJECT NO: 2021-07.02
CAD DWG FILE:

DRAWN BY:

CH~DBY:

MECHANICAL FLOOR

PLAN - DEMOLITION
SHEET NO:

M100
May 9, 2023
Item #6 Page 32 of 50
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MECHANICAL FLOOR PLAN - NEW WORK
SCALE: 1/B" - 1"-0"
1 2 3 4 5
6 KEY NOTES
CD NEW LOCATION OF RELOCATIED THERMOSTAT. RECONNECT LOW VOLTAGE \\IRING AND REMOTIE SENSOR AS REQUIRED.
0 INSTALL IN ACCESSIBLE LOCATION ABOVE CEILING TO ALLOW FOR ROUTINE MAJNTIENANCE AND FIL TIER REPLACEMENT.
0 REBLANCE EXISTING DIFFUSER / GRILLE TO VALUE INDICATIED. TYPICAL. 6 AGENCY APPROVAL
MJK

ARCHITECTURE
MICHAEL J. KANTARCHITECT

A PROFESSIONAL CORPORATION
fl"0 ARc,,,,. P.O. BOX 1120
<c,
I t:: KAN > VISTA, CA
1 1*( ~""f~ * 92085-1120
~ 6i7ii0~.f" (760) 941-4647
Is'.!:-p, cAL'' www.m1karch1tecture.com
CONSULTANT:
.J&R Engineering &
Consulting, Inc.
16769 Bernardo Center Drive, Suite 1 #768
San Diego, CA 92128
PROJECT NAME:

TECHNICAL
CAREER

INSTITUTE -
TENANT

IMPROVEMENTS
PROJECT ADDRESS:
2075 LAS PALMAS
DRIVE

CARLSBAD, CA,
92011
REVISIONS:

MARK I DATE I □ESC~PTION
L',.,.

L',.,.
,6, •.

L',.,.

DATE, REV NO: CON. DOC.

PROJECT NO: 2021-07.02
CAD DWG FILE•
DRAWN BY:

MECHANICAL FLOOR

PLAN - NEW WORK
SHEET NO:

M200
May 9, 2023
Item #6 Page 33 of 50
1 A I I
B
C I I
D
E
1 2 3

PLUMBING LEGEND (SYMBOLS) AND ABBREVIATIONS
VALVES AND FlTllNGS PIPING SYMBOLS
--w-- SEWER OR WASTE BELOW FlLOOR OR GRADE ~ FLOOR SINK --161-- BALL VALVE W-- SEWER OR WASTE ABOVE FLOOR OR GRADE @) FLOOR DRAIN --N-- CHECK VALVE - -GW- - GREASE WASTE BELOW FlLOOR OR GRADE @ ROOF DRAIN / OVERFLOW DRAIN ----1'--N- BACKFLOW PREVENTOR --LW-- LAB WASTE BELOW FlLOOR OR GRADE ID AREA DRAIN / DECK DRAIN ------1><1-- GATE VALE --LW-- LAB WASTE OR WASTE ABOVE FLOOR OR GRADE 0 SEWER CONNECTION ~ PRESSURE REDUCING VALVE PIPE 111TH HEAT TRACE
-----0<J-- CONTROL VALVE ® WATER CONNECTION --RD-- ROOF DRAIN ---ll<I-- CALIBRATED BALANCING VALVE --ORD-- OVERFLOW ROOF DRAIN @) STORM DRAIN CONNECTION ----t-.1-- BUffiRFLY VALVE -- CD -- CONDENSATE DRAIN EQUIPMENT TAG -
PLUG VALVE --v-- SANITARY VENT
ffi
A = TYPE
--IO I-- AUTOMATIC FlLOW CONTROL VALVE B = EQUIPMENT NUMBER / UNIQUE IDENTIFIER V-- LAB VENT ----r¾---- TRIPLE DUTY VALVE ----- DOMESTIC COLD WAITR (CW) (A-B) PWMBING FIXTURE TAG ----!-- SOLENOID VALVE
A = FIXTURE TYPE
--- - -- DOMESTIC HOT WATER (HW) B = FIXTURE IDENTIFIER ---it-- BLIND FlLANGE - - - - - DOMESTIC HOT WATER RETURN (HWR) EB

DETAIL/SHEET REFERENCE
--+-- TRI-CLAMP ----- INDUSTRIAL COLD WATER (ICW) (DETAIL "A" DN DRAl\1NG "B") --- - -- INDUSTRIAL HOT WATER (IHW)
~

SECTION REFERENCE E-- PIPE CAPE
- - - - - INDUSTRIAL HOT WATER RETURN (IHWR) (SECTION "A" ON DRAWING "B") -1- UNION CONNECT TO EXISTING EQUIPMENT, DUCTWORK, PIPING --CCA-- CLEAN COMPRESED AIR --0-- REDUCER
--VAC-- VACUUM ~,~~~~,. REMOVE EXIST. EQUIP. OR PIPES SHOWN HATCHED ------\,I-- STRAINER s CONNECTION TO EXISTING PIPE --SW SOFTWATER
~ THERMOMETER --0-- DRAIN "1 LIMITS OF PIPING DISCONNECTION ~ PRESSURE GAUGE e PIPE DOWN -----ilJ,-- TRAP PRIMER
0 PIPE UP Ill WATER HAMMER ARRESTOR (P.D.I. SIZE)
~

RELIEF VALVE
: PIPE DOWN
Elli CLEAN-OUT TO GRADE (COTG)
ell FLOOR CLEAN OUT (co)
I WALL CLEAN-OUT OR CLEAN-OUT BELOW FlLOOR
ABBREv1A TIONS

A/C ABOVE CEILING FPM FEET PER MINUTE PH PHASE

AD AREA DRAIN FPS FEET PER SECOND PLBG PLUMBING
AFF ABOVE FlNISHED FlLOOR GAL GALLON PSIG POUNDS PER SQUARE INCH GAUGE AFG ABOVE FlNISHED GRADE GPH GALLON PER HOUR QTY QUANTITY AP ACCESS PANEL GPM GALLON PER MINUTE s SINK
ARCH ARCHITECT OR ARCHITECTURAL HDR HEADER S.S. STAINLESS STEEL

B/G BELOW GRADE HP HORSE POWER SEC SECOND

B/F BELOW FLOOR HPG HIGH PRESSURE GAS SH SHOWER

BEL BELOW HVAC HEATING VENTILATING ANO AIR-CONDITIONING SHT SHEET CLG CEILING HZ HERTZ sov SHUT- OFF VALVE
CONC CONCRETE I.E. INVERT ELEVATION SPEC SPECIFICATION
CONT CONTINUATION IN INCHES SO.FT. SQUARE FEET OR SQUARE FOOT

CONTR CONTRACTOR IN WG INCHES OF WATER GAUGE STID STANDARD

DEG F DEGREES FAHRENHEIT INV INVERT STRUCT STRUCTURAL
DIA DIAMETER K.W. KILOWATTS lBR TO BE REMOVED
ON DOWN LAV LAVATORY TEMP. TEMPERATURE

DWGS DRAWINGS LPG LOW PRESSURE GAS TYP TYPICAL

DTR DOWN THROUGH ROOF MAX MAXIMUM UR URINAL
E EXISTING MECH MECHANICAL U.N.O. UNLESS NOTED OTHERl\1SE ELECT ELECTRICAL MFlR. MANUFACTURER UTR UP THROUGH ROOF

ELEV ELEVATION MIN MINIMUM VTR VENT THRCXJGH ROOF

ETR EXISTING TO REMAIN MPG MEDIUM PRESSURE GAS WC WATER CLOSET

EWC ELECTRIC WATER COOLER MS MOP SINK W/ WITH
FFE FINISH FlLOOR ELEVATION MTID MCXJNTED W/0 111THOUT
FIN FINISH OR FlNISHED NIC NOT IN CONTRACT VFD VARIABLE FlREQUENCY DRIVE

FLR FLOOR NO NUMBER

FT FEET OR FOOT NP NON-POTABLE
FLX FlLEXIBLE CONNECTION NTS NOT TO SCALE

OPER OPERATING
4 5

PLUMBING PLAN CHECK NOTES

1. WIHERE PLUMBING PENETRATES THE FlRE RESISTIVE WALLS (AREA SEPARATION AND OCCUPANCY

SEPARATION), THE SECTION PASSING THROUGH THE WALL SURFACE, AND THE FIXTURE CONNECTIONS ATTACHED THERETO, SHALL MEET CBC, FlRE AND TEMPERATURE RATING.

2. ALL WATER HEATERS SHALL BE LISTED IN THE CEC LIST OF APPROVED WATER HEATERS.

3. ALL SER\o1CE HOT WATER PIPING SHALL BE INSULATED IN ACCORDANCE WITH CEC T-24, LATEST VERSION

4. ALL HOSE BIBBS SHALL HAVE PERMANENTLY MOUNTED VACUUM BREAKERS.

5. CROSS CONNECTION PROTECTION SHALL BE PROVIDED AT All POTABLE WATER SUPPLIED APPLIANCES AND EQUIPMENT.

6. BACK FLOW PREVENTION ASSEMBLIES SHALL BE TESTED BY A CERTIFIED BACK FLOW ASSEMBLY TESTER PRIOR TO USE OR OCCUPANCY.

7. LAVATORY FAUCETS IN TRANSIENT PUBLIC REST ROOMS SHALL BE THE SELF-CLOSING TYPE, PER 407.4 CPC.

8. ALL CONDENSATE DRAIN PIPING FROM MECHANICAL UNITS SIZED ACCORDING TO 2019 CALIFORNIA MECHANICAL CODE TABLE 11-E. SLOPE ALL CD AT 1% TYPICAL.

9. A WATER HEATER PRESSURE AND TEMPERATURE RELIEF VALVE THAT TERMINATES OUTSIDE THE BUILDING SHALL COMPLY 111TH SECTION 608.5 CPC

10. WATER HEATERS SHALL BE BE ANCHORED OR STRAPPED TO RESIST HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE MOTION PER SECTION 50B.2 CPC

11. VALVES, FlXTURES AND ALL OTHER APPURTENANCES SHALL CONFORM TO THE REQUIREMENTS OF CALIFORNIA ASSEMBLY BILL AB1953, LOW LEAD CONTENT AS APPLICABLE.

12. PLUMBING FlXTURES (WATER CLOSETS AND URINALS) AND FlTTINGS (FAUCETS AND SHOWERHEADS) SHALL MEET THE STANDARDS REFERENCED IN TABLE 5.503.6 OF Dlv1SION 5.3 OF THE 2019 CALIFORNIA GREEN CODE.

13. ALL SANITARY SYSTEM MAITRIALS SHALL BE LISTED BY AN APPROVED LISTING AGENCY.

14. EACH VENT SHALL RISE VERTICALLY TO A PClNT NOT LESS THAN SIX (6) INCHES ABOVE THE FlLOOD LEVEL

RIM OF THE FIXTURE SERVED BEFORE OFFSETTING HORIZONTALLY OR BEFORE BEING CONNECTED TO ANY OTIHER VENT.

PIPE MATERIAL SCHEDULE
DOMESTIC WATER PIPING ABOVE & BELOW GRADE, INSIDE BUILDING:

1. TYPE "L" COPPER TUBING, HARD DRAWN CONFORMING TO ASTM B 88, WITH WIROUGHT COPPER SOLDER SWEAT FITllNGS CONFORMING TO ASTM B 16.22.

2. ANY WATER PIPING LOCATED BELOW GRADE SHALL BE HARD DRAWN TYPE "K" COPPER TUBING WITH BRAZED JClNTS WRAPPED IN PE FlLM.

SEWER WASTE & VENT PIPING ABOVE AND BELOW GRADE:

1. SOLID-WALL PVC PIPE, ASTM D 2665, DRAIN, WASTE AND VENT PIPING. PVC SOCKET FlTTINGS CONFORMING TO ASTM D 2665, SOCKET TYPE, MADE TO ASTM D 3311 DRAIN, WASTE, AND VENT PAffiRNS. INSTALL BELOW SLAB/GRADE PVC PIPING PER ASTM D 2321.

COMPRESSED AIR AND NITROGEN PIPING (CONCEALED):

1. TYPE "L" COPPER TUBING, CLEANED FOR OXYGEN SERFlCE, 111TH BRAZED JOINTS.

CAL GREEN FIXTURE WATER USE

FIXTURE REFERENCED USE LIMIT STANDARD
~ ~"
EFFECTIVE FLUSH VOLUME SHALL NOT EXCEED 1.28 GPF.
, 0,
EFFECTIVE FLUSH VOLUME SHALL NOT EXCEED 0.125 GPF.

SINGLE SHOWERHEAD 5.303.3.3.1 MAXIMUM FLOWRATE OF NOT MORE TIHAN 1.B GPM AT 80 PSIG.

MULTIPLE SHOWERHEADS 5.303.3.3.2 COMBINED FLOW RATE OF ALL SHOWERHEADS AND/OR OTHER SHOWER SER\1NG ONE SHOWER CXJTLETS CONTROLLED BY A SIGNLE VALVE SHALL NOT EXCEED 1.B GPM AT 8D PSIG.

NON-RESIDENTIAL 5.303.3.4.1 MAXIMUM FLOW RATE OF NOT MORE THAN 0.5 GPM AT 60 PSIG.

LAVATORY FAUCETS
KITCHEN FAUCETS 5.303.3.4.2 MAXIMUM FLOW RATE OF NOT MORE THAN 1.B GPM AT 60 PSIG.

METERING FAUCETS 5.303.3.4.4 FlLOW RATE SHALL NOT DELIVER MORE THAN 0.2 GALLONS PER CYCLE.

STANDARDS FOR 5.303.3.6 PLUMBING FlXTURES AND FlTllNG SHALL BE INSTALLED IN PLUMBING FIXTURES ACCORDANCE 11111H THE CALIFORNIA PLUMBING CODE, AND SHALL METET THE APPLICABLE STANDARDS REFERENCED IN TALBE 1701.1 OF TIHE CPC AND IN CHAPTER 6 Of CALIFORNIA GREEN BUILDING
STANDARDS CODE.
6 PLUMBING GENERAL NOTES

1. CONTRACTOR SHALL CAREFULLY RE\o1EW THESE PLANS AND SPECIFlCATIONS PRIOR TO BID. CONTRACTOR SHALL ALSO REl!EW PLANS AND SPECIFlCATIONS OF OTHER RELATED TRADES (INCLUDING Clv1l., STRUCTURAL., AND ELECTRICAL) PRIOR TO BID TO INSURE AN ACCURATE UNDERSTANDING OF EXACT SCOPE OF WORK. ANY ITEMS REQUIRING CLARIFICATION SHALL BE BROUGHT TO THE AffiNTION OF THE ARCHITECT IN SUFFICIENT TIME TO BE INCORPORATED INTO THE BID.

2. CONTRACTOR SHALL VERIFY ALL LOCATIONS, SIZES, POCs, INVERT ELEVATIONS, AND AVAILABILITY OF ALL EXISTING UTILITIES PRIOR TO INSTALLATION OF ANY MATERIAL OR EQUIPMENT.

3. THESE DRAl\1NGS ARE ESSENTIALLY DIAGRAM MA TIC ANO ARE NOT INTENDED TO INDICATE All DETAILS ANO NECESSARY OFFSETS OF PIPING. THE CONffiACTOR SHALL INSTALL MATERIAL AND EQUIPMENT IN A MANNER

AS TO CONFORM TO STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE HEADROOM, ANO KEEP OPENINGS AND PASSAGEWAYS CLEAR. ALL INSTALLATIONS SHALL BE CONSISTENT WITH NORMALLY ACCEPTABLE INDUSTRY STANDARDS.

4. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN \\lllTING OF ANY DISCREPANCIES OR CONFlLICTS THAT WOULD EFlFECT TIHE SYSTEM PERFORMANCE OR INCUR ADDITIONAL COSTS. THIS NOTIFICATION SHALL BE SUBMlffiD PRIOR TO INSTALLATION OF THE ITEMS CONCERNED.

5. NEW AND/OR EXISTING EQUIPMENT INDICATED ON THIS DRAWING IS SHOWN IN APPROXIMATE POSITION(S).

CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING EQUIPMENT LOCATIONS. POC'S AND STRUCTURAL MEMBERS PRIOR TO INSTALLATION. IN All CASES, ADEQUATE ACCESS (PER MANUFACTURERS

RECOMMENDATIONS AND CODE COMPLIANCE) FOR MAINTENANCE AND REPLACEMENT OF EQUIPMENT SHALL BE PRO\o1DED.

6. ALL WORK SHALL BE DONE IN ACCORDANCE 111TH All APPLICABLE CODES. NOTHING SHOWN ON THE PLANS OR STATED IN THE SPEaFICATIONS IS INTENDED TO INDICATE THAT TIHE INSTALLATIONS OR CONNECTIONS OF ANY ITEM OR DEv1CE SHOULD BE DONE CONTRARY TO MANUFACTURERS INSTRUCTIONS AND ALL APPLICABLE CODES AND REGULATIONS.

7. THE CONTRACTOR IS RESPONSIBLE TO INSURE TIHAT THE INSTALLATIONS AND CONNECTIONS OF ALL ITEMS AND DE\o1CES CONFORMS TO MANUFACTURERS INSTRUCTIONS AND TO ALL APPLICABLE CODES AND REGULATIONS.

8. IF THE CONTRACTORS' USE OF SUBSTITUTE MATERIALS, EQUIPMENT OR METHODS OF INSTALLATION REQUIRES ANY CHANGES IN OTHER TRADES WORK FROM THAT SHOWN ON THE DRAl\1NGS, TIHE EXTRA COST OF THE OTIHER TRADES' WORK SHALL BE TIHE RESPONSIBILITY Of THE CONTRACTOR INITIATING TIHE SUBSTITUTION.

9. SUBMITTALS: APPROVAL, "TAKING NO EXCEPTION TO", OR RE\1EW OF THE SUBMITTALS DOES NOT RELEASE THE CONTRACTOR FlROM OBLIGATIONS TO FULLY COMPLY 111TH All REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS OR APPLICABLE CODE REGULATIONS.

10. ALL PLUMBING EQUIPMENT, MATERIAL, AND ALL CONNECTIONS TIHERETO SHALL BE INSTALLED COMPLETE PER MANUFACTURERS INSTRUCTIONS TO PRO\o1DE A COMPLETE AND FULLY OPERATIONAL SYSTEM.

11. PLUMBING EQUIPMENT SHALL BE CERTIFIED BY AND COMPLY 111TH THE STATE OF CALIFORNIA ENERGY CONSERVATION STANDARDS (E.E.S.) SECTION 113. COMPLIANCE CERTIFlCATES SHALL BE PRO\o1DED WITH EQUIPMENT SUBMITTALS.

12. WIHERE NON-METALLIC PIPING PENETRATES AREA SEPARATION, 1 HOUR, OR 2 HOUR WALLS, TIHE PIPE SECTION PASSING THRCXJGH THE WALLS AND EXTENDING A DISTANCE OF 5 FEET ON EITHER SIDE THERE-OF SHALL BE OF METAL ONLY.

13. ALL INSULATING MAITRIALS INSTALLED MUST BE CERTIFIED BY CALIFORNIA ENERGY COMMISSION TO MEET C.E.C. ENERGY EFFICIENCY STANDARDS (E.E.S.) SECTION 118, 123 AND 124.

14. WATER HEATERS FOR DOMESTIC HOT WATER SHALL COMPLY WITH THE STATE OF CALIFORNIA ENERGY EFFICIENCY STANDARDS (E.E.S.) SECTION 113, AND 114.

15. SOIL, SEWER AND WASTE PIPING, UNLESS NOTED OTHERWISE, SHALL SLOPE AT 1/4" PER FOOT MINIMUM.

16. ALL PLUMBING SOLDER SHALL BE LEAD FREE.

17. ALL COMPONENTS OF POTABLE WATER SYSTEM, INCLUDING SHUT OFF VALVES, ANGLE STOPS, AND PLUMBING FIXTURE SHALL COMPLY 111TH CALIFORNIA LAW AB 1953 AND SECTION 116875 OF TIHE CALIFORNIA HEALTH AND SAFETY COOE.

HOT WATER PIPING INSULATION
INSULATION OF DOMESTIC HOT WATER PIPING SHALL BE IN ACCORDANCE WITH SECTION 609.11.1 AND SECTION 609.11.2 CPC
• 609.11.1 - DOMESTIC HOT WATER PIPING SHALL BE INSULATED • 609.11.2 - HOT WATER PIPE INSULATION SHALL HAVE A MINIMUM WALL TIHICKNESS OF NOT LESS THAN THE DIAMETER OF TIHE PIPE UP TO 2 INCHES IN DIAMETER. INSULATION WALL THICKNESS SHALL BE NOT LESS THAN 2 INCHES FOR A PIPE OF 2 INCHES OR MORE IN DIAMETER.

EXCEPTIONS:

1. PIPING THAT PENETRATES FlRAMING MEMBERS SHALL NOT BE REQUIRED TO HAVE PIPE INSULATION FOR THE DISTANCE OF THE FRAMING PENETRATION.

2. HOT WATER PIPING BETWEEN THE FlXTURE CONTROL VALVE OR SUPPLY STOP AND TIHE FIXTURE OR APPLIANCE SHALL NOT BE REQUIRED TO BE INSULATED.

COLD WATER PIPE SIZE PLUMBING FIXTURE SUMMARY PLUMBING FIXTURE SCHEDULE PIPE SIZE GPM VELOaTY PRESSURE DROP
(MAX) (FT./SEC) (PSIG/100')
1/2" 5 6.9 17.6
3/4" 12 7.95 14.6
1' 20 7.8 10
1-1/4" 30 7.65 7.6
1-1/2" 40 7.21 5.S
2· 70 7.3 4
2-1/2 110 7.7 3.2
COLD WAITR VELOCITY LIMITED TO 8 FEET PER SECOND.

LISTED VECOLITIES BASED ON CHART A 105.1 (3), 2019 CPC

FIXTURE UNITS

FLUSH TANK FWSH VALVE
6 -
16 -
30 5
52 14
85 28
225 110
430 300

HOT WATER PIPE SIZE
GPM VELOCITY PIPE SIZE (MAX) FT./SEC
1/2" 2 2.5
3/4" 5 3.5

1. 12 4.5
1-1/4" 19 5
1-1/2" 27 5
2" 45 4.6
HOT WATER VELOCITY LIMITED TO 5 FEET PER SECOND.

LISTED VECOLITIES BASED ON CHART A 105.1 (3), 2019 CPC
2 FlXTURE UNITS

FLUSH TANK FLUSH VALVE
2 -
6 -
16 -
28 -
46 -
105 -
WATER
FlXTURE TYPE QTY. WFU
WATER CLOSET (FLUSHVALVE) - EXISTING PUBLIC 10 5
URINAL FLUSHVALVE -EXISTING PUBLIC 1 4
DISHWASHER -EXISTING PUBLIC 1 1.5
LAVATORY - EXISTING PUBLIC 7 1
MOP SINK - EXISTING PUBLIC 1 3
KITCHEN SINK - EXISTING PUBLIC 2 1.5
SHOWER - EXISTING PUBLIC 2 2
DRINKING FOUNTAIN - EXISTING PUBLIC 1 0.5
3-COMPARTMENT SINK - NEW PUBLIC 1 3
2-COMPARTMENT SINK - NEW PUBLIC 1 3
HAND SINK - NEW PUBLIC 1 2
HOSE BIBB (FlRSD - EXISTING PUBLIC 1 2.5
HOSE BIBB (ADDITIONAL) - NEW + EXISTING PUBLIC 5 1
FlLOOR DRAIN (EMERGENCY) PUBLIC 0 -
FlLOOR SINK (RECEPTOR) - EXISTING PUBLIC 1 -
TRENCH DRAIN - NEW PUBLIC 1 -

BUILDING FU TOTAL
GPM CONVERSION 41 GPM
3 SEWER

TOTAL DFU TOTAL
50 4 40
4 2 2

1.5 2 2
7 1 7
3 3 3
3 2 4
4 2 4

0.5 0.5 0.5
3 3 3
3 3 3
2 2 2

2.5 - X
5 - X
- 0 X
- 2 2
- 4 4
BB.5 76.5
4 MARK DESCRIPTION MINIMUM PIPE CONNECTION INCHES) MANUFACTURER / MODEL NUMBER cw HW WASTE VENT
(E) HAND 1/2 1/2 2 1-1/2 ELKAY WCL19230SDSACM STAINLLES STEEL, WALL HUNG SINK KIT WITH BATTERY OPERATED SENSOR FAUCET. SINK CH) 2-COMPARTIMENT 1/2 1/2 INDIRECT TO SEE ARCHITECTURAL PLANS FOR MAKE AND MODEL SINK FLOOR SINK CH>
3-COMPARTIMENT 1/2 1/2 INDIRECT TO SEE ARCHITECTURAL PLANS FOR MAKE AND MODEL SINK FLOOR SINK ( TID-1) TRENCH DRAIN 4 2 ZURN 25890 7" WIDE, 8" DEEP, 16' LONG TRENCH DRAIN WITH HEEL PROOF TYPE 304 STAINLESS STEEL GRATE. (HB-1) 'ECESSED HOSE BIBB 3/4 3/4 ACORN 8186-SSLF RECESSED HOSE BOX WIITH VACUUM BREAKER (FS-1) FlLOOR SINK - - 3 1-1/2 ZURN Z1900-HD FLOOR SINK 111TH 1/2" SLomo OPENING, DOME STRAINER AND HEAVY DUTY, HALF GRATE

INSTANTANEOUS WATER HEATER SCHEDULE
UNIT CAPACITY NATURAL GAS ELECTRICAL DATA OPER. PLAN MANUFACTURER & WT. MARK MODEL NO. RECOVERY TEMP RISE INPUT UEF PRESSURE RANGE V/PH/HZ (LBS) (GPM) (DEG F) (MBH) (%) (IN WG) AMPS FUSE ~
RINNAI 5.5 70 199 96 3.5-10.5 115/1/30 4 10 64 CU-199
REMARKS:
0 PRO\o1DE 111TH CONDENSATE NEUTRAILIZER AND 111Fl CONTROLLER. 0 WATER HEATERS SHALL HAVE ISOLATION VALVES ON BOTH THE COLD AND HOT WATER PIPING LEA\o1NG THE WATER HEATER COMPLETE WITH HOSE BIBS OR OTERH FITTINGS ON EACH VALVE FOR FLUSHING THE WATER HEATER WHEN THE VALVES ARE CLOSED (ES 110.3). 5 REMARKS
0i)
6 REMARKS

AGENCY APPROVAL
MJK

ARCHITECTURE
MICHAEL J. KANTARCHITECT

A PROFESSIONAL CORPORATION
&-,,DA.
rcC
i* I "2""z f
.I. \ - No. df 7,
u"~ EXP.

P.O. BOX 1120

VISTA, CA
92085-1120
I
(760) 941-4647
www.mjkarchitecture.com
CONSULTANT:
.J&R Engineering &
Consulting, Inc.
16769 Bernardo Center Drive, Suite 1 #768
San Diego, CA 92128
PROJECT NAME:

TECHNICAL
CAREER

INSTITUTE -
TENANT

IMPROVEMENTS
PROJECT ADDRESS:
2075 LAS PALMAS
DRIVE

CARLSBAD, CA,
92011
REVISIONS:

MARK I DATE I □ESC~PTION
t:,_ .
l::,,, .
-6.1.
t:,_,.
t:,_,.
t:,_,.

DATE: REV NO: CON. DOC.

PROJECT NO: 2021-07.02
CAD DWG FILE:

DRAWN BY:

CH~DBY:

PLUMBING SCHEDULE,

LEGEND AND NOTES
SHEET NO:

COORDINATE INSTALLATOIN OF GAS AND
WASTE PIPING 111TH EXISTING SLOPE AND

CONCRETE WALKWAYS
4 3
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29 Guest Office
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31 Kris 1s Office
32 Mike's Office
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40 Guest Office
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37 11, -- I 11 I Il l ·v·· ..... ·. u·--·. , ...... 7 1 1-·,¼,. · ... ..... .. . . ,·. • .. • ... ,t .,. · ,. . " ... · II I . . . . . . . . . . I . . ' , .. . , . . . • . . : • ·• • ... • • , "• , . .., ~ • •:, , • . • • .. • l ~ • • I • • I I ' ' ·' ' • ' • • ' ' '' • _. • L • • " ' • • • : . . . ~ . . . . . . . . . . -. ., .... ~ . . ' . . . . - - ' - •' ·, . . . ' . •• 1' • ••• • • • • • • • • • • • •. • L • • • u -•~ 1.1· .. : . .-_·.-,: :.,.·_,·:,:·,_._-.-._ .... <'-.··· ···: ··:1.·;._. ·t;·~:~:)--;; :.-'.:~ .• •·.,.-:~::.:::, 111 II II I ' 48(2]
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. ,· ·- ·-· .... .'• , .. · ...... ·. · . .' ... ' -· ....... ·· .- .. •: . . , .. ....... :·; :.-.-:- .. ·: ·,.:.·: . . ·,•." ·.:, ..... ,.-- .. = .. ·'. , .. ; . .- ..... ·.·' ... ,,:-.- .... - .L I•!.. • ••• ~. •• • ' • • • - ~- .- •• - •• -. • • • ·--.:. - ,. "-·lh==,=e':"=e:==::ea>:;==,~:=~ ·. ·.: · -"' -·~. - - ., · · · - · ·· · · · · '-~~,,1;, ·:::- ... ···:· .. · ... :-;"•::· q::_··::·. _,-:··.:-.,. -:~··; ·': .. ·::;_.:.•.,..:._._~:_~· 1 •• -·~·_._·: /:. 1::··: _._:_:·.:. :·~:~_:':··,:_.·.I ..... , .. ·•••• 1-- ·•······· ··. •.·.. ••••.• •. <' • • • I • ••• • •• • • • • - • - •• ' •' • • ,. • • ' • • • • •• • \ • • • • ' - I ~~----··:-.i_::_-._.;.·.:.·.-~:_,_·,:, .. ~- ;.,.· __ ·-~-----~i:. ,•• . . : ,,; • ~-· ·'- ,_. - ' , • - ,• - - , .. ,, , I
·.• ''·•I .. ··· ... •: .• .-. . .. : .. : · ·'.· • . . .. 2 4 6
PLUMBING FLOOR PLAN rm NEW WORK
SCALE: 1/B" - r-o"CD
1 2 3 4 5
6 KEY NOTES
CD PRO'i1DE NEW ZERO LOSS, 12DV AUTOMATIC TANK DRAIN - ATILAS COPCO EWD 50 OR EQUAL CONNECT DRAIN LINE FROM COMPRESSOR TO

AUTOMATIC DRAIN AND OUTLET FROM DRAIN TO OIL WATER SEPARATOR (ATLAS COPCO OSC-12 OR EQUAL) AND TERMINATE SEPARATOR DRAIN TO EXISTING FLOOR SINK.
0 CONNECT NEW 3/4" COMPRESSED AIR TO EXISTING 1" COMPRESSED AIR. lRANSITION FROM EXISTING STEEL PIPING TO NEW 111TH DIALECTIC FlTTING. 0 1 /2" CA DOWN THROUGH CEILING ON WALL FOR PLASMA cumR.

TERMINATE 111TH BALL VALVE AND WATER SEPARATOR. COORDINATE EXACT LOCATION AND HEIGHT IN FIELO \\1LL OWNER. FINISH CEILING PENElRATION 111TH ESCUTCHEON.
0 EXISTING GRADE CLEANOUT 111TH APPROXIMATE INVERT ELEVATION LISTED. 0 CONNECT 2" LPG TO EXISTING. ROUTE ON WALL AND DO~ BELOW GRADE UNDER EXISTING SIDEWALK AND INSTALL IN JOINT lRENCH WITH NEW WASTE PIPING.
© 2" LPG UP FROM BELOW FLOOR. MAKE CONNECTION TO INSTANTANEOUS WATER HEATER PER 3/P3DI. lRANSITION TO 1" LPG AFTER BRANCH TO WATER HEATER •
(j) 3/4" CW & 3/4" HW DOWN IN WALL. ROUGH-IN AND CONNECT TO HAND SINK AND CONTINUE BELOW GRADE TO 3-COMPAR™ENT SINK.
© I" LPG & 1/2" CA DO~ IN WALL. TERMINATE THROUGH WALL \/!TH BALL VALVE 48" AFF. COORDINATE EXACT TERMINATION HEIGHT 111TH O~ER IN FlELD PRIOR TO ROUGH-IN.
0 3/4" CW & 3/4 HW DO~ IN WALL. ROUGH-IN AND CONNECT TO FlXTIJRE PER FlXTIJRE SCHEDULE.
® CONNECT I" CW TO EXISTING 2" CW. FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING.
® I" CW DOWN IN WALL TO WATER FIL lRA TION SYSTEM AND TO WATER HEATER AND 1" FlL TERED CW & 1" Fll TERED HW UP FROM WATER HEATER / FlLlRATION SYSTEM 1/P302.
6 AGENCY APPROVAL
MJK

ARCHITECTURE
MICHAEL J. KANTARCHITECT

A PROFESSIONAL CORPORATION
a·,,o A.
rcC
i* I "2""z f
·'· \ - No. d;y.
u"~ EXP.

P.O. BOX 1120

VISTA, CA
92085-1120
I
(760) 941-4647
www.mjkarchitecture.com
CONSULTANT:
..J&R Engineering &
Consulting, Inc.
16769 Bernardo Center Drive, Suite 1 #768
San Diego, CA 92128
PROJECT NAME:

TECHNICAL
CAREER

INSTITUTE -
TENANT

IMPROVEMENTS
PROJECT ADDRESS:
2075 LAS PALMAS
DRIVE

CARLSBAD, CA,
92011
REVISIONS:

MARK I DATE I □ESC~PTION
t:,_ .
t:,_,.
,6, •.
t:,_,.
t:,_,.
t:,_,.

DATE: REV NO: CON. DOC.

PROJECT NO: 2021-07.02
CAD DWG FILE:

DRAWN BY:

CH~DBY:

PLUMBING FLOOR PLAN
-NEW WORK
SHEET NO:

P200
May 9, 2023
Item #6 Page 35 of 50
A
B
C
D
E
1 /'-..
,, '
/ '
2 ,, ',
/ ' ,, '
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® 3"W (3)
3"W (5)
+--2''V (4)
I
(3)
,, ,,
/
/
/
+ )
3 WASTE AND VENT RISER DIAGRAM SCALE: NONE ®

GAS PIPE SIZING SCHEDULE (LPG - ABOVE GRADE) GAS PIPE SIZING SCHEDULE (LPG - BELOW GRADE) PIPE SIZE 1/2" 3/4" 1' 1-1/4" 1-1/2" 2· 2-1/2' PIPE SIZE 1/2" 3/4" 1· 1-1/4' 1-1/2" 2·

LENGTH (FT) CAPACITY (CFH) LINGTH (FT) CAPACITY (CFH)
150 40 83 157 322 4B2 92B 1,480 150 46 93 168 294 439 789 200 34 71 134 275 412 784 1,270 200 40 80 144 249 379 675 GAS PIPE SIZING BASED ON A PRESSURE DROP OF 0.5" WG AND TABLI 1215.2(1) OF THE 2019 CPC GAS PIPE SIZING BASED ON A PRESSURE DROP OF 0.5 PSIG" WG AND TABLE 1215.2(20) OF THE 2019 CPC (E) SDGE MElER (DRESSER I 5C 175)
DELIVERY PRESSURE = 7"WG
CAPACITY = 1,500 CFH
I
I
1---J
(E) 3" LPG
I
I
n ____ _
1" (90 CFH)
~
(199 MBH)
oL-SJct-1-1/4" (199 CFH)
"'
2' (289 CFH)
LJ
L ___________ _J
-------150 FT TDL---------
(E) BOILIR

ABANDONED
(0 CFH)
1 OWNER PRO~DED BREWSTAND
ul (90 MBH)
(E) BOILER

ABANDONED
(0 CFH)
3"
2,180
2,010
NATURAL GAS RISER DIAGRAM SCALE: NONE 0
1 2 3
4 0--
©--
®--
®--
4 (;)
5 9), . . .
6 KEY NOTES
(D 2·w DOWN TO BELOW FLOOR, 2"VENT UP.
0 2" VENT UP FROM BELOW FLOOR. CONNECT TO SINK VENT +6" ABOVE SINK FLOOD RIM LIVEL.
0 3"W DOWN, 2" VENT UP FROM BELOW FLOOR.
0 2" VENT UP FROM BELOW FLOOR AND UP THOUGH ROOF.
, ' .,
., ,. ·i· . ' ,- - - , -,. -' .- . - - ' ' - ., - -· , - - : - .. - -,.. '_,,_ ______ -~ , - ~ - , . ,- • • ' '. • I • , I , I ' .. , • •
, , • • , .. "--'- , " • , , ... , , 1 , , 1 , SEE P200 · , '· ' " -+-'- '___ ___ - - '___ ___ 1 -•0 ' FOR C0N1lN.~ATI0N - -+-- -, - - - - - - - I - - - I -~ - -' ' • I I • ' ,. - - • , , I I I , _, ' . - - ,, I I I _,_,_
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SCALE: 1/4" - l'-o•G)
5 6

AGENCY APPROVAL
MJK

ARCHITECTURE
MICHAEL J. KANTARCHITECT

A PROFESSIONAL CORPORATION
~~~ P.O. BOX 1120
f_,~~ ~~ , t:: KAN ,, .1 VISTA, CA
I,*(~""[ ~ *j 92085-1120
\ ~ 6i1iij~ (760) 941-4647
~~~ www.mjkarchitecture.com
CONSULTANT:
..J&R Engineering &
Consulting, Inc.
16769 Bernardo Center Drive, Suite 1 #768
San Diego, CA 92128
PROJECT NAME:

TECHNICAL
CAREER

INSTITUTE -
TENANT

IMPROVEMENTS
PROJECT ADDRESS:
2075 LAS PALMAS
DRIVE

CARLSBAD, CA,
92011
REVISIONS· .

MARI RK DATE DESCRIPTION
t:,_ .
t:,_ .
t:,_
t:,_ .
t:,_
t:,_ .

DATE: REV NO: CON. DOC.

PROJECT NO: 2021-07.02
CAD DWG FILE:

DRAWN BY:

CH~DBY:

PLUMBING ENLARGED

PLANS AND DIAGRAMS
SHEET NO:

P301
May 9, 2023
Item #6 Page 36 of 50
1 2 3 4
A
B
C
D
E
1 2 3 4
5 COLD WAlER
(UNFlLlERED)
FlLlERED CW & FlLlEREn

HW TO FIXTURES
T T
WAlER FIL1RATION SYTEM
3M DP390 OR EQUAL
LjJ_~_tU
LPG
0, I 7
I I
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~:i
: -01 L_.:i:}
D
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FLOOR SINK.

MANUFACTURER
PRO'v1DED VALVE KIT (TYP)
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6 INSTANTANEOUS WATER HEATER PIPINS~LE• NONEG)
PLUG VALVE UL LJSlED Fl.EXIBLE~ CONNECTION
II 11111111/Q///lll\\lll@d
DIELEC1RIC
UNION

GAS CONNECTION TO EQUIPMENT
SLOPE
CONCRffi SLAI
11 111 I
i' 11 1 Ii' 11 1
111 ... 111
P-1RAP
GAS FlRED EQUIPMENT
SCALE• NONE®

ANCHOR AND ADJUST

SLOPE PER MANUFACTURES
INS1RUCTIONS
"
4 ·-:1
TRENCH DRAIN SCALE• NONE G)
5 6
VENT

AGENCY APPROVAL
MJK

ARCHITECTURE
MICHAEL J. KANTARCHITECT

A PROFESSIONAL CORPORATION
~~~ P.O. BOX 1120
f_,~~ ~~ , t:": KAN ,, .1 VISTA, CA
I,*(~""[ ~ *j 92085-1120
\ ~ 6i1iij~ (760) 941-4647
~~~ www.mjkarchitecture.com
CONSULTANT:
..J&R Engineering &
Consulting, Inc.
16769 Bernardo Center Drive, Suite 1 #768
San Diego, CA 92128
PROJECT NAME:

TECHNICAL
CAREER

INSTITUTE -
TENANT

IMPROVEMENTS
PROJECT ADDRESS:
2075 LAS PALMAS
DRIVE

CARLSBAD, CA,
92011
REVISIONS· .

MARI RK DATE DESCRIPTION
t:,_ .
t:,_ .
t:,_
t:,_ .
t:,_
t:,_ .

DATE:

PROJECT NO•
CAD DWG FILE•
DRAWN BY•
CH~DBY•
REV NO: CON. DOC.
2021-07.02
COPYRIGHT• @ 2022 MJKARCHITECTURE
SHEET TITLE:

PLUMBING DETAILS
SHEET NO:

P302
May 9, 2023
Item #6 Page 37 of 50
1 A
B
C
D
E
1 ABBREVIATIONS
A
AC
AF
AIC
AM
AS
AT
AJIIIG
BC
BL.PG
C,
CB
co
CT
cu
CFOI
CFC.I
DFDT
DF5T
DJIIIG
EX
FLA
FVR
FVNR
GFI

GRD/GND
HID
HOA
HF
HPS
HZ
~
LCL
LRA
LTG
MCC
MCM (l<C,MJ
MECH
NC
NF
NO
OFCI
OFOI
F
PH
FOC
FR5
FT
PVC
FZ
5V'IBD
5Z
TYf'
UG
UON
V
YA
YM
YL
JIii
JIIIF
JIIIT
XF

AMPERE (AMPS)

ALTERNATING CURRENT

AMPS-FRAME (RATING)

AMF INTERRUPTING CURRENT

AMMETER
AMF 5JIIIITCH (FUSED 5JIIIITCH RA TING J

AMPS-TRIP (RATING)

AMERICAN J'IIIRE GAUGE

BARE COFFER

BUILDING

CONDUIT

CIRCUIT BREAKER

CONDUIT ONLY

CURRENT TRANSFORMER
COFFER
2 CONTRK,TOR FURNISHED OJl'lNER INSTALLED

CONTRK,TOR FURNISHED CONTRK,TOR INSTALLED
DOUBLE POLE DOUBLE THROl's

DOUBLE POLE SINGLE THROJIII
DRAl'slNG

EXISTING

FULL LOAD AMPS

FULL VOLTAGE REVERSING

FULL VOLTAGE NON-REVERSING

GROUND FAULT INTERRUPTER
GROUND
3 ELECTRICAL SYMBOL LEGEND

LIGHTING
0 LIGHTING FIXTURE DESIGNATION
0 01
D
i::::.iiiil
~
~~~
jt9 t9
5a
+
LIGHTING FIXTURE, CEILING OR l'sALL MOUNTED A5 5HOJIIIN.

LED LIGHT FIXTURE

LIGHTING FIXTURE ON EMERGENCY CIRCUIT (LIFE SAFETY BRANCH OR BATTERY FACKJ.

EXIT SIGN J'IIITH DIRECTION ARROl's5 A5 INDICATED. SHADED GIIJADRANT INDICATES FACE.

LED STRIP LIGHT
SINGLE POLE 5JIIIITCH, SUBSCRIPT ffiEN 5HOl'sN INDICATES FIXTURES CONTROLLED +4B" A.F.F. (U.O.N.J HEIGHT FER DETAILS •11E1~ CEILING MOUNTED OCCUPANCY SENSOR LIGHTING CONTROL~

HIGH INTENSITY DISCHARGE

HAND-OFF-AUTOMATIC
HORSEFOl'sER ~ DIGITAL LIGHTING CONTROL TYf'ICAL ROOM REQUIREMENTS. - @ HIGH PRE55URE SODIUM
HERTZ
KILO~TT

LONG CONTINUOUS LOAD

LOCKED ROTOR AMPS

LIGHTING

MOTOR CONTROL CENTER

THOUSAND CIRCULAR MILS

MECHANICAL

NORMALLY CLOSED

NON-FUSED

NORMALLY OPEN/NUMBER
OJl'lNER FURNISHED CONTRK,TOR INSTALLED
OJl'lNER FURNISHED OV'lNER INSTALLED
POLE
PHASE

POINT OF CONNECTION

PVC COATED RIGID STEEL (CONDUIT)

POTENTIAL TRANSFORMER

FOL YYINYL CHLORIDE DUCT

PRIMARY DAYLIGHT ZONE
5JIIIITCHBOARD

SECONDARY DAYLIGHT ZONE
TYf'ICAL

UNDERGROUND
UNLESS OTHERl'slSE NOTED
VOLT

VOLTAMPERES

VOLTMETER

VERIFY LOCATION
JIIIIREMA TT5
l'sEA THERFROOF (NEMA TYPE 3RJ
~TERTIGHT

EXPLOSION PROOF (RATED FOR AREA HAZARD)
-+15"

DISTRIBUTION EQUIPMENT
---<< )>--ORAi', OUT TYPE EQUIPMENT
<~) VACUUM CIRCUIT BREAKER, RATING AS NOTED.
< f "----0--7) AIR INTERRUPTER 5JIIIITCH AND FUSE
--0-
u.lv
"'T"'
<f-"➔>
[SJ
0 0
_n_
200AF
200AT
SF
10,000AIC
--D--"-
200AS
200AF
SF
@

AIR INTERRUPTER
FUSE
FOl'sER TRANSFORMER, RATING A5 NOTED
FOl'sER CIRCUIT BREAKER DRAl'sGUT
AUTOMATIC TRANSFER 5JIIIITCH. SEE SCHEDULE

AMMETER

VOLTMETER

CIRCUIT BREAKER
200AMF FRAME
200AMFTRIF
3 POLE
10,000 AMPS INTERRUPTING CURRENT
FUSED SV'llTCH
200AMF 5JIIIITCH
200AMF FIJ5E
3 POLE

UTILITY COMPANY METER

BOTTOM OF

CONTROL/

OUTLET/
SV'llTCH BOX
o1-18"MIN.
i
~
TOP OF

CONTROL/

OUTLET/
SV'llTCH BOX

FINISHED
FLOOR
~
i
~
TOP OF

CONTROL/

OUTLET/
5JIIIITCH BOX

FINISHED
FLOOR

PERPENDICULAR APPROACH SIDE APPROACH
NOTE: MAINTAIN MINIMUM 30"X4B" CLEAR FLOOR
SPACE AT EACH APPROACH.

MOUNTING HEIGHT OVER OBSTRUCTION
N05CALE
2 1
E1.0
3 4 5

POWER CONTINUED
§:
§c
§c
HORZ.
®=
#~
ff?J •
q:)) LCD
-e -ec
e=
• §cGFI
&
~F
~F/L
1G q:))
1G.

DUPLEX RECEPTACLE, FLOOR MOUNTED
DUPLEX RECEPTACLE, ~ MOUNTED, +15" A.F.F. (U.O.N.)
RECEPTACLE,~ MOUNTED HORIZONTALLY, +15" A.F.F. (U.O.N.) FOURFLEX RECEPTACLE, l'sALL MOUNTED, +1B" A.F.F. (U.O.N.) RECEPTACLE MOUNTED +6" ABOVE COUNTER BACK5FLA5H
SEE ARCHITI5CTURAL FLANS FOR REGIIJIRED MOUNTING HEIGHT PRIOR TO ROUGH-IN.

PROVIDE (2) DUPLEX RECEPTACLE CEILING MOUNTED LOCATE ADJACENT TO PROJECTOR. FIELD VERIFY EXACT LOCATION PRIOR TO ROUGH-IN.

SINGLE RECEPTACLE, l'sALL MOUNTED +15" A.F.F. (U.O.N.)
SINGLE RECEPTACLE (CLOCK HANGER TYf'EJ l'sALL MOUNTED +1'-0" A.F.F. (U.O.N.) CONTROLLED DUPLEX RECEPTACLE +15" U.O.N.

CONTROLLED FOURFLEX RECEPTACLE, l'sALL MOUNTED, +15" A.F.F. (U.O.N.) (1) DUPLEX, (1) CONTROLLED DUPLEX
DUPLEX GROUND FAULT INTERRUPTING RECEPTACLE +15" A.F.F. (U.O.N.) DUPLEX RECEPTACLE ON EMERGENCY CIRCUIT +1B" A.F.F. (U.O.N.) DUPLEX RECEPTACLE IN l'sEATHERFROOF ENCLOSURE +1B" A.F.F. (U.O.N.) DUPLEX RECEPTACLE IN l'sEATHERFROOF "LOCKING" ENCLOSURE +15" A.F.F. (U.O.N.) (SEE TYf'ICAL DETAILS ES SERIES 5HEET5 AND 5FECIFICATION5 FOR REQUIRED TYf'EJ.

DUPLEX RECEPTACLE /ORANGE) ISOLATED GROUND ~LL MOUNTED +15" A.F.F. ru.o.N.J PROVIDE DEDICATED GROUNDING CONDUCTOR FOR EACH CIRCUIT FOURFLEX RECEPTACLE (ORANGE) ISOLATED GROUND l'sALL MOUNTED +1B" A.F.F. (U.O.N.)

PROVIDE DEDICATED GROUNDING CONDUCTOR FOR EACH CIRCUIT
DUPLEX RECEPTACLE SAFETY TYf'E / TAMPER PROOF. ~ MOUNTED +1B" A.F.F. (U.O.N.) DUPLEX COMPUTER RECEPTACLE (GREY), l'sALL
MOUNTED +15" A.F.F. (U.O.N.)

DUPLEX COMPUTER RECEPTACLE (BLUE) ISOLATED GROUND, SURGE 5UFPRE5510N, l'sALL MOUNTED +15" A.F.F. (U.O.N.)
SINGLE RECEPTACLE 30 AMF, 250V, 4JIII, GROUNDING,
l'sALL MOUNTED +15" A.F.F. (U.O.N.). FIELD VERIFY EXACT OUTLET CONFIGURATION JIIIITH EGIIJIFMENT PRIOR TO ROUGH-IN.

DUPLEX RECEPTACLE, ~LL MOUNTED ADJACENT TO FLAT PANEL OUTLET, SEE SIGNAL FLAN FOR EXACT LOCATION.

JUNCTION BOX, FLOOR MOUNTED
Q) Q}, JUNCTION BOX, CEILING OR ~ MOUNTED
HDQ)-, HAND DRYER CONNECTION, SEE ARCHITECTURAL FOR MOUTNING HEIGHT.

Di
5M
~
("f)
,,---------....
,,---------....

SL
,,.------ttl---
~
~
--
IT]
W/41
4 FUSED DISCONNECT SV'llTCH, JIIIHERE 5HOl'sN NF= NON-FUSED.

MANUAL MOTOR STARTER +45" A.F.F. OR ON EGIIJIFMENT (U.O.N.J MOTOR CONNECTION, NUMERAL INDICATES HORSEFOl'sER.

MECHANICAL EQUIPMENT TAG (SEE MECHANICAL DRAJIIIING5 FOR DESCRIPTION) CONDUIT AND JIIIIRE, CONCEALED IN CEILING OR ~

CONDUIT AND JIIIIRE, CONCEALED IN OR UNDER FINISHED FLOOR OR UNDER FINISHED GRADE.

FLEXIBLE CONDUIT CONNECTION
BRANCH CIRCUIT HOMERUN TO PANEL. SLASHES INDICATE NUMBER OF CONDUCTORS. EGIIJIFMENT GROUND JIIIIRE NOT INDICATED U.O.N. •12 CONDUCTORS ARE MINIMUM, NO HASH MARKS= MIN (2) •12
3/4" CONDUIT STUBBED FROM DEVICE TO ABOVE ACCESSIBLE

CEILING

BRANCH CIRCUIT HOMERUN, NUMBER INDICATES INCREASED

CONDUCTOR SIZE, CONDUCTORS SHALL REMAIN AS INDICATED
FOR SIZE THROUGHOUT THE ENTIRE CIRCUIT.

FANELBOARD, SURFACE MOUNTED.

FANELBOARD, RECESSED
5TEF-DOJl'lN TRANSFORMER
DISTRIBUTION 5JIIIITCHBOARD
5 6
GENERAL PROJECT NOTES:

1. UNLESS JIIIHERE OTHERl'slSE NOTED, ALL JIIIORK INDICATED ON THESE DRAl'slNG5 SHALL BE CONSIDERED NEl'l l"IORK.

2. UNLESS JIIIHERE OTHERl'slSE NOTED, ALL DIMENSIONS ARE TO BE CENTERLINE OF THE DEVICE.

3. "GENERAL NOTES" SHOJIIIN ON AN INDIVIDUAL DRAJIIIING APPLY TO ALL JIIIORK SHOJIIIN ON THAT SHEET. "KEY NOTES" ONLY APPLY TO SPECIFIC ITEMS JIIIHERE ANNOTATED AT SPECIFIC LOCATIONS. SOME KEY NOTES MAY NOT APPLY TO ANY SPECIFIC ITEMS.

4. FOR TV-IO STORY BUIL.PING CONSTRUCTION, NO CONDUITS SHALL BE ROUTED HORIZONTALLY JIIIITHIN THE FLOOR SLAB OF THE SECOND FLOOR.

5. UNLESS SPECIFIC.ALLY 5HOJIIIN ON THESE FLANS, NO STRUCTURAL MEMBER SHALL

BE CUT, NEITHER DRILLED NOR NOTCHED JIIIITHOUT PRIOR JIIIRITTEN AUTHORIZATION FROM THE STRUCTURAL ENGINEER AND THE DIVISION OF THE STATE ARCHITI5CT.

GENERAL DEMOLITION NOTES:

1. ALL ELECTRICAL EGIIJIFMENT, EXPOSED RAC~Y AND CONDUIT, OUTLET BOXES AND RINGS, AND DEVICES ARE TO BE REMOVED, EXCEPT JIIIHERE 5HOJIIIN TO REMAIN.

EXISTING JIIIIRING, ffiETHER EXPOSED, IN CONDUIT OR RAC~Y 15 TO BE REMOVED TO THE GREATEST EXTENT POSSIBLE.

2. THE ELECTRICAL CONTRK,TOR 15 TO DIRECT THE REMOVAL OF THE ABOVE LISTED

JIIIORK

AGENCY APPROVAL
MJK

ARCHITECTURE
MICHAEL J. KANTARCHITECT

A PROFESSIONAL CORPORATION
X:'-'""_Q_-~~ P.O. BOX 1120
~-t:AELJ ~--'1 VISTA, CA
*1 WI~ l*I 92085-1120 C17 I 1
u>), ~~e6i1iw4 # (760) 941-4647 ::!I'~ o<f. . .
!c p, c~'' www.m11<arch1tecture.com
CONSULTANT:

PROJECT NAME:

TECHNICAL
CAREER

INSTITUTE -
TENANT
IMPROVEMENT!
PROJECT ADDRESS:
2075 LAS PALMAS
DRIVE

CARLSBAD, CA,
92011
REVISIONS:

MARK I DATE I DESCRIPTION
6 t:,,,.
t:,,,.
t:,,,.
t:,,,.
6,.

DATE: MARCH 21, 2022 REV NO: CON. DOC.

PROJECT NO: 2021-07.02
CAD DWG FILE:

DRAWN BY:

CHK'D BY:

Author
Checker
I
fl~fESS/o • • • COPYRIGHT:
'fl ~ ~~~-ULTING ENGINEERS, INC. SHEET TITLE:
g[ No. E 147B1 l!l 1
~ Exp. 6-30-2023 :,
'2212)42
1 ~£CTR\C~
~OF'Cl,.I
9/1/2<!>22
Power I Lighting I Multimedia
Communications I Data Networking
12875 Brookprinter Place, Suite 300
Poway, CA 92064
P 858.679.4030 I F 858.513.0559
www.jce-inc.com
6 ELECTRICAL

LEGEND AND
NOTES
SHEET NO:

G)------
0---
E
1 1
--t-
2 3 4
3 5 7
--------I .,-::;:;::::;c:.---: ,
: -~ - • -• !'-I
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, ' -, '.· ;, ,
• ' ,','• . .',.-;.-<••<'.:'• ~,::,.i.-•/:••,::},:':'.,,.-,"C' -c,.-,",-.•,·"-, _____ _ ----t----1W ,1, -
Wendy's Office
I a I
Suders~n;s \ Offi '-...__
71 SBDC Conference!
Room
2 ~--.. -·. ~, ·-. ,_.: :.l. ·~·-: .-.• ·;:.•. :--. _\_. -•~,·,;,•,,~ ••,•I
' '. ' ,, ." . --' ,. ; . _,. ' ' '
5 ---------0
l
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--------- -------lf----ll '~)V<,;X~ ., . ·• . ', -
Cr-<' c
0 0 I --I -_C_S_R_ -· , .. :·: :· -: ,' /~_::· · _ _.' \\-,._;...,c .••,.: i <'\ -------I;+---1' --~>()i5-~'"'==ir===J_ -~"-I e~pt1ln ··:;:_:· '.:· •. _.~,,::-:_-::·:--'..-,·. -·. - ----_____l,d __ ---------Is\ II I
ll -I - -., ,-, , ~/
I
Qo
"d -,.... .·
-----+-r - - -e
uY -----©
II rn or - _ _ __ ........ , .. ,. ,, \.\''..:---:1\ ·:; II ~--I --.U -· , .. ·· ··' · ,. _ _,,,,.., ·' ·
e-= = = = = = = il I I 11 ~~=7~ f=====;=~=E=iA;__J~ -;: . -:· .... , .. ~...,....:.... '_'-Al.....,_,, , 711 Ill I II '![Re troom -==== f==!=~I _-,.-·,:·.'·', .. • .. ·-._, ,_:,.·, '.'.:~-- I
r •,•·,·• .. ,,
11 r,,'----· ' ,·• · ' • ..

II ,,...,,114= "' " ,,_,,,,,,,,:,,, 0
II - -!~-~ ~/ _! :G -~--SBDC Office Joe'sl Office SBDC Cli ts I ,,----··.:-: ·,''· ·, __ .:: ·\ :_;. ,. .. · . ·, .. ; :·. ,---" --=i ~ I=== ---1-6 I ,--f1::_=_E,_':: __ -=}__,jll-en SBDCRc. , I .. _.,_-... _,-__ ., ... • ... ,' .. ··:;.;. / I -, -t 4 I .3 I -ED ,:.'_:·· .. ·.--,,.:.-::~----·•·.. . .. ::, .. · .. -., ====='--~ r,::----, ,.,.-----I _',_.._,:·:·••-,_:;.·,',;.""'.',·:,:,/:·-•,\••-t•'-> 71 ,r---~~~ij! F~~~~ a I , -, ·:~ ':,,,; '.;, ,,.

I
I II/ 17 I •' .-.. :, .•. ,.-. - I I I I · · ---· '·, .~ " ~ · ·-: " ---®
11 1
1 1
1 L-' "-'.:__ Women :. ·• ·, .... ,':-,'· ._:.-··:, .. , I I , , " , , , ,, , Ji I, ,
1 1 fl~=dl I 22 I . '• ._:,-,·,.·~: . .-·.-\
11 r-_ _:,::::,J ==7 -I ron's s ,---'-, ✓x:>al , . ' •. · .. ·' .-:· I I •o 1\/ln• _.,j I ~ 23 I 27 "' ,•, ·. _ _-,;·-.. ,-,_._,, ··• 0 ~ , _ _::_: __ 4 , ____ LJ , · , \ ' J • -,, • •
' ·., ·:,:,.· .. , .,.,_ . .... -I . . .. -· -, -·. . ~ ---. nda's Qffi~o . •, · ·. .. , .. .. .... · : ..

Corridor · ·
•
E I \__
V V L _!c;--=---J11r---"1 l'----,,1\ ,;, . ·.: :--~-~•·•_ .. :•' · -'., • '71
1 '1 I I~ v ;::i== Kristen's room ';_::.•:·-:;-.'··.-'.-,:. . -' I 11!-~~~~l"~-Men ;:~:_:::::;:irn C "d · • · ~ -·· · II rr 11 ' I 24 I r-=--6 orr1 or ::,:·:-;-:--·',/·:··.:.:,.. .· .. ,'.:,:::·,_:.;:.:-\.:· ..

II II 11 rr.~"1,,,/d -1 I 21 I I'---I 25 I IF I :·,:.·· . .-··'·,:,.,. •·:,'.·'::·,,_,; .. ··,·. II II I 11 L---~ , . •, ... , ,·,. · ••• ,,: .• •,· .,, •• '".------1 ... ~-----, .. ,-·--.,•-,'-···~--':.......;, ~\, 1111 --.., II 11 ....l~======~h============="t==================7-- ----------1--·-:-,'.· _-.. ,•-:-.; ... ---:--:; :_·· .. •·, ., : .. ·.. . +-_J ------·.··,.--·.-.-,.-,·, '·, • '.-'•·· .... _•.,, •. : .... ·.-:,.•·· - ---... ' • • • ,. ' • • •• ·, C • ' .. • • • ; • ' ' • • .. I 7 -Corridor I ; ... --',· .... " ' ,: ·,,·,•_.··:·. ,·. ·:·. -.::•· · .. ·,· ,I I I · .-,,.• · -·, -: ; .. · .·-_ - -· .. ·-. ,J: :••-•. , .-.·-··-- I> • • E
II I I I G I :-··--.~~-·: ·-·:•::··:~ ':.; :,-,·1·•_.-~--.~ ... ·._: '·,••;,,•':;::;:-~ , .. -,-,-. ' ' , ~ __,.

II
·• ,._ .. ,_ . -'_.,,_, -,-•·. ·•,,,:. ~ -,,.-:;;.-~ . . , . , , . ' -., -, ,-- 11 "'==~===-'===,,=,I ~=="1 --~ .-. : ;, . <" : -~. :' ., ,:, " ~· -1 • ,. ~ •• ~ '--=====Zr=l====-1 --.. II, , - - - ' , - - - u; -• • • l , • • • ~-, • • •
:: □ -□ I I I ·.··:--::·::_. ,>:-:•:_:.'-·•_:.·:-_:"i :-... :... ___ ---® JJ I I I ---tt ___ J ____ -f-ct-__ ,,__ -:·· :-t-•.:·:.·: ·.:....;·.::; ·-~ ___ _ _ ------+++---------------1 .. -------------r-- - -•.,!. _: ___ •_; .. ~. ·~:.·_, .: • -- L 1-------- -~ ' ,-•. --..... l " • '. '
-----tt_ ===
6 ~ --++--El ctronicsRoom ,· ~ ::·-, .':.'· ·:··.:·:.:·, ,-,-;.-.:-·.:
~ ~-I I I I 107 I ...._ I I ~--I I 71 Computer Lab '
:: 1 103 1
11 I ~------_JI I ,-------7
11 11
11 11
11 11
/ -
I
b=79
□
\__
,-.JJ F\-inisl Sig. 1 I I ~-.._ M 44 I
--+1,_F === ~~~ --++--t ----------
1 ----+ -43-
11 I ~
II Storage
11 1 101 1
11 I= _____ _JI
=-----71
II
II
II
,,.. JJ
I
~-...

F==-
□
Large Electronics
Lab
1 100
I
Calandra's Office
45 l[g_/
Christine's Office
Machinist Room 1 ti
1 104 1
I ,: JYl II 1L
1 ~
29 I
Guest Office
I 30 I
I I I J§~'="'::~~1
t--------- -Engtneerlng Room -_ - -------2 Corridor
Machinist Room 2 11--..,..,--/l Guest Lab
I I 105 I I I 106 I H I 31 I
I I I
' o:!J l
Kris's Office
Corridor
K I lA
~
~*
~I 32 1
II ----1
\J'l'b Mike's Office
---------®
Security Room \ .... Conference 71
I 52 I ::
/
I I I II • I • II
~ ~
I 33 -tt-I 34 I
11 11
:CCC==== F ~
\ ...._
r-..,
I \
~ =~
t-
Storage ~ Kitchen & Staff
Lounge
...,....

Student Center
41 ~
/
IDFRoom \_
I 35 I
1 1 rr --++---t--- - --t
I 42 I
+-11 ' -t - - - - -
_ I 47 1
-II +---o---~ I
7 ~
Low Voltage .._...,
I 50 I \__ \__
□
KXX, i",~'
'
" I
~l)
I
Electrical
I 49 I
~
C4K Storage
I 48 I
:s
,. ,-~· .,.· ., ·-,: '; • -',--.-.-••• ~ : : .-, ~ I.. -k"',;/\,,l<v'i ;, t' l -, • •-, ' -
1 ·•, ,-,•-.,,---t~~~f~ ·,• . ·· , · . · ·: · , ; . , • .. . , , 0,2<.J~ ,. .. . .,. · I File Room Guest Office q
'I ' ·: ,~'<:< ;:,::. ::"' <' ::, ' ',, ":'C ' ', :, I '" I I "' I I "' I I -. ' . . , . ' -,. , _,. I _ _., .. .. · ... ·,::. _. ·' ',_.::" • _'.-. ,·. '-c, •·• '• '.,' •, . ·, ,·•,• •. •· .. : I . ' ... •.. . ' . . . ' -•· . ,· . .. ... .' '• ' ' '' ',, -' ' ' : " ' ' ' ' " ' ' ' . ' ' ,, " ' " ' ' -. . -11 ' ·' < .• c•'• ,,·,'· '•,•·"'; ·, .• ,'·• •_.,. ,·>,, "· • > ,•'"'" ' te"'.~"'':';=:====;=;==a====dm , , -, , , , , , , , , . " , , " ,, , , I I I ., 0 '. • ' • ' ·' 0 • • • • • •·1" ... .. , ' ... ,·' ,·.· _ .... ,· . ., . ,•,'... ..:., .... '• ·•'• , ... ·.-:--." .·,•,.• ,. •., , ... ·,' :,.; ...• _ ,·, ...... ,· .... ,., .••.•.• ·. · , •.. , -.... ·-·· , ..• ,. I . ·-1·-· ,.. ,.,., .,. -..... , ........... ' ....... ,. ••' ··'.. . . • • . . .. . . .. ,. . .-. " •. . .. . . . • . •. . ,. ... .•. ' . . . , I ,_f_,-~· ,-. _;. ._. ·.-• :, 1--•· '_·,• .· , • .-. ·.,:" .. · .• ·,_. •.• • .. _ ... _ •.. _., ., .. · .. -.. I __ ... ,-... • _., ..... -. ., .. , --:•-... __ .. · ...... , •· -·-_· _,. ... • ' • ,.' . •.,• ', . . ,... . ' '. ", ., 0.. . ·: . , ... ," ... ·1· _. •• .-. '-', •..• · • . .. ,.. •,.,·" ',: ' , ... , ·, ·•', ' :·•.·' ... , ... , .. • ,.: '. ,• -, ... , .:. ·.· •·', .' ' ·• "' ,•. ,•· .. II . . . -. ' -. . -. -. . -~~-~-.,-• ,.·' "~, . -. . . _. 2 3 4
- -
---®
- -
----0
5 6
DEMOLITION 6ENERAL NOTES,

1. ALL ITEMS SHOl"IN ON THIS DRAll'IIN6 ARE EXISTING> TO BE REMOVED UNLESS OTHERl/'IISE NOTED. SEE REQUIREMENTS BELOY'I FOR SC.OPE OF Y'IORK. ALL OTHER ELECTRIC.AL ITEMS IN THIS BUILDING> ARE EXISTING> TO REMAIN, MAINTAIN POY'IER CIRCUIT CONTINUllY UNTIL NEY'! SOURCE 15 ENERG>IZED AND READY FOR TRANSFER, REFER TO POY'IER AND Ll6HTIN6 PLANS.
::2. ALL ELECTRIC.AL DEMOLITION Y'IORK SHALL BE DIRECTED BY THE ELECTRIC.AL CONTRACTOR.
6ENERAL DEMOLITION REQUIREMENTS,

1. Ll6HTIN6 FIXTURES
Y'IHERE EXl5TIN6 Ll6HTIN6 FIXTURES ARE TO BE REMOVED, AND ARE NOT RELOCATED, CONTRACTOR SHALL DISPOSE OF ALL FIXTURES INCLUDING> LAMPS AND BALLAST.
::2. Y'IIRIN6 DEVICES
Y'IHERE EXISTING> SY'IITC.HES OR REC.EFT AC.LES ARE TO BE REMOVED, THE CONTRACTOR SHALL DISPOSE OF ALL DEVICES A5 REGUIRED.

9. COMMUNICATION DEVICES
Y'IHERE EXISTING> TELEPHONE/INTERCOM AND CLOCK HEAD END EQUIPMENT, PHONES, SPEAKERS AND OTHER A550CIATED EQUIPMENT

ARE TO BE REMOVED, THE CONTRACTOR SHALL DISPOSED OF ALL DEVICES AND EGUIPMENT AS REQUIRED.

4. FIRE ALARM
Y'IHERE EXl5TIN6 FIRE ALARM PANELS AND A5SOC.~TED 5MOKE, HEAT,

DUCT DETECTORS, PULL STATIONS AND STROBE OR HORN UNITS ARE TO

BE REMOVED, THE CONTRACTOR SHALL DISPOSED OF ALL DEVICES AND EQUIPMENT A5 REQUIRED.

5. INTRU51ON ALARM
EXISTING> INTRUSION ALARM SENSORS AND EQUIPMENT SHALL BE REMOVED Y'IHERE INDIC.A TED. RETURN ALL DEVIGES TO THE SC.HOOL DISTRICT MAINTENANCE FACILITIES.

6. POY'IER EGUIPMENT
Y'IHERE EXISTING> SY'IITC.HBOARD5, PANEWOARD5, LOAD CENTERS,

TRANSFORMERS, DISCONNECT SY'IITCHES OR OTHER DISTRIBUTION

EQUIPMENT ARE TO BE REMOVED, THE' CONTRACTOR SHALL DISPOSED OF ALL DEVICES AND EQUIPMENT A5 REGUIRED.

1. ALL BOXES, EXPOSED CONDUIT, Y'IIRE, AND OTHER ITEMS ASSOCIATED Y'IITH ELECTRIC.AL EQUIPMENT TO BE REMOVED, SHALL BE DISCONNECTED, REMOVED AND DISPOSED OF BY THE CONTRACTOR A5 REGUIRED,
UNLESS SPECIFIC.ALLY NOTED OTHERY'ISE. CUT AND C.AP CONCEALED CONDUITS. PATCH, SEAL AND REPAIR SURFACE TO MATCH ADJACENT AREA Y'IHERE BOXE5 ARE REMOVED.

KEYNOTES,
CD
0 ®
0 EXISTING> EXTERIOR Y'IALL MOUNTED FIXTURE TO BE' DISCONNECTED, REMOVED AND RETURNED TO THE DISTRICT.

EXISTING> PUNCH~ BLOCK AND PHONE SY'IITC.H TO BE DISCONNECTED AND REMOVED.

DISCONNECT AND REMOVE ALL EXISTING> FEEDERS, BRANGH C.IRGUIT5, BREAKERS AND BUSSING> AT THE PANEL. REMOVE THE HING-ED DOOR AND PROVIDE BLANK PLATE TO COVER OPENING> A5 REQUIRED.

EXISTING> DISTRIBUTION PANEL TO REMAIN.

AGENCY APPROVAL
MJK

ARCHITECTURE
MICHAEL J. KANTARCHITECT

A PROFESSIONAL CORPORATION
~A~P.O. BOX 1120
f %,CHAEL J. KANi:~ VISTA, CA
I*\ ib1M/(}/jJ )*! 92085-1120
"'~611%i'" (760) 941-4647
~ S" _o~ C~\.\~o www.mjkarchitecture.com
CONSULTANT:

PROJECT NAME:

TECHNICAL
CAREER

INSTITUTE -
TENANT
IMPROVEMENT!
PROJECT ADDRESS:
2075 LAS PALMAS
DRIVE

CARLSBAD, CA,
92011
REVISIONS:

MARK I DATE I DESCRIPTION

6.'
6,,.
6,,.

6.,,
6,,.

6.,,
DATE: MARCH 21, 2022 REV NO, CON. DOC.

PROJECT NO: 2021-07.02
CAD DWG FILE:

DRAWN BY:

CHK'DBY:

Author
Checker
I
~W)FESS/o - - -COPYRIGHT:
'fe ~ ~
1~. NG ENGINEERS, INC. SHEET TITLE:
fil No. E 14781 l!l'
"!r Exp. 8-30-2023 :,
"22,Z,42
~ ....
•~Oi'CAIJ
8/2/2,Z,22
Power I Lighting I Multimedia
Communications I Data Networking
12875 Brookprinter Place, Suite 300
Poway, CA 92064
P 858.679.4030 I F 858.513.0559
www.jce-inc.com
6 FLOOR PLAN -
DEMO
SHEET NO:

E1 .1
May 9, 2023
Item #6 Page 39 of 50
1 2
STATE OFCA.IFORIIJIA
Indoor Lighting
CALIFOR.NII' !ENERGY COMMISSION m rmcc-LTI-E (cre<neo Ol/ZO)

CERTIFICATE OF COMPLIANCE NRCC-LTI-E
This document i.J u5ed to demonstrate wmplir.mce with requirements in §110.9, §110.12(G/, §130.0, §130.1, §140.6, and §141.0(1:i/2 f()r indvar iightirrg xope-5 ming the prescripti,•e path.

Project Name: Innovation Empire Space A Report Page: Page lof 7 Project Address: 16771 Valley BLDG. Unit. A, Fontana, CA 92335 Date Prepared: 4/B/20 A
, GENERAL INFORMATION Jl
01 Project Location (city) Fontana 04 fot~I Ceinditior,u~d Fli,llr Arf!c::i (ftl) 5,464 oz Climate Zone 10 OS rrotal unconditioned Floor Area ~ft2) 03 Occupancy Types Within Pr-oj,ect (select a Ii that a1pply): 06 of Stories (Habitable Above Grade} 1 D Office (Z] Re-tail D Warehouse D Hotel/Motel 0 School 0 Support Areas D Pa rk..in g G~ rage D High-Rise !Residential D Reloc~table D Hei!lthc~re 0 Other (write in~:

B,, PROJECT SCOPE II
Tobie lnstruc~ions: lnr:lucle any lighting systems that are within the scc,pe of the permit application and are demonstrating compliance us;ng the prescriptive path out/i,ied in liJ40. 6 or §l4J.O(b}2 for alterations. WARNmG: Changing the Calc1Jlotiorr Method in this table wm result iri tfle deletion of data previousfy input. lf yai.· m=:ed to ,hange the lcalcutation method, pfea5e open a new farm or use "Save As".

Scope ofWg,rk Ctmdltiuned Spar.:e:i Uncanditiuned Spa-i:e::i 01 02 03 04 05
My Project Consists. of (check all that apply): Calculation Method Area jft2) Calculation Method Are:a (ft2) 0 New LightinE System Area Category
D Alter~d Lighting Svstem
Total Area of work (ft2.) I
C. COMPLIAl'ICE RESULTS 6
roble Instructions: If any cell on this table says "D0f5 J'JOT COMPLY" Qr "COMPLIES with Exceptional Conditions" refer to Table D. for guidance.

Allowed Lighting Power per §140.6(bl (Watts) Adjusted Lighting Power per §140.6Ja) (Watts) Compliance Re-sult:s lightinq in 01 oz 03 04 05 06 07 08 09
conditfoned .and
unccnditioned Area Category
Adjustments
spaces must not Complete Area Categoi'y Additional Tailored > Total PAF control Total Adjusted Building §14Q.6(cl3 = n,tal Allowe-d Designed credits = [Watts) OS M us.t b.:i ~(18 be combine(! f()r §140,6(cl2 §140,6fcl2G comp/Jonce per §14Q.§(c)l
l•I l•I 1w,ns1 (Watts) §t4Qa6M2 *!ncl1,1cl,es-lliM
§140.6fbj1. (-) AdJ1ustments
B
{See Table I) (See Ta,ble I) [5ee Table JI (See Table K) {5ee Table F} (See Ti:ible-P) Conditioned: 4,285.45 e 4,285.45 > 3-,066 = 3,066 COMPLIES Unconditioned; e > =
Tabl@ Continued
CA Buildjing Energy Efficiency St.indards ~ 2019 Nonresidential Comp I iance: http:l{www .energy:.ca.gov/title24/2019st.and:arcls January2020 ~TA TE OF CAlJFORNII\
Indoor Lighting
CALl~O~NIA ENrnoGV COMMISSION m r,.,iJK'C•LTl•I: (Crc;itcd 01/20)

CERTIFICATE OF COMPLIANCE NRCC-LTI-E
Project Name: lnnov3tion Empire Sp3ce A Report Page: Page 3-of 7 Project Address: 16771 valley BLOG. Unit. A, Fo,ntana, CA '92335 Date Prepared: 4/13/2( 01 o, 03 04 OS 06 07 08 09 10
Name or Modular Small Aperture Watts per How Wattc1se is Total number Exempt per Field I ns;p,e;~tor 1Compl@t@ luminaire O@scription O@siign Watts Item Tag (Track) fo:ture & Color Change' lumiriaire1 determined luminaires §140.6fa)3 P~~s Fail R8 8' LEO LINEAR RECESSED D D 88 Mfr. Spec:z 1 D 88 D D Total Designed Watts CONDITIONED SPACES: 3,066
~ FOOTNOTE.-Design Watts/or smo/1 ape-rwre ond color changing fumlnalres which quaflfy per §14G.6(a/48 is adju:sted to be 75% of their roted wattage. Tobie F automaticallv makes thi'> adjustment, the permit applicant should enter full rate-d wattage in column 05. :; ALJthority Having Jurisdiction may mkfor L!imir.oire-cut sheets ta confirm wotrage used far complion(.e per §130.0(c) Wattage used must be the maximum roted for the luminaire, not the lamp.

G. MODULAR LIGHTING SYSTEMS ii
Th is Section Does. Not Apply
H. INDOOR LIGHTING CONTROLS (Not lnduding PAFs:) ~
C
Table Instructions: Please include [ightlng confro~sfor conditi'oned and uncondhioTPed spaces in this toble. When an option having o * is selected, fhe notes section of thi:S. table must be completf;!d. The lighting cQntrals st;>c.tion of the Compliance 5ummory Tobie on the fir.st page wifl show "DOES NOT COMPLY" if the notes are le-ft b/.onk.

Building Level Controls
01 02 03
Ma11datory Demand Response Shut-Off Controls Field Inspector §110.12fc) §130.l(c) Pass Fail
Not Require-cl :s: 10,000,sF See Ar-ea/Space L-evel Controls D D Area level Controls
04 OS 06 07 08 09 10 11 lZ
Multi-Level Shut-Off Primary/Skylit Secondary Interlocked Complete ~uilding or Area Category Aire.a Controls Field lnsped,or Area Description Primary Function Area §130.l(aj Controls: Controls. Daylighting Daylighting Systems §130,llbl §13Q,1(cl §130,1/dl §140 61d) §140,6lall Pass !=ail WORKSHOPS General Commerci:al and Industrial MamJal ON/ Dimmer 0cc. Sensor NA NA D D D Work• Precision OFF RETA.IL Retail M@rchandi~e $ale~, Manual ON/ Dimmer 0cc. Sensor Included Included D D D Wholesale Showroom OFF CA Building Ener:gy Efficiem:y ~tand:ards -2019 Nonresidenti<i I Compliance: http://www.energy.ca, gov/title24/2019standards Jar;iuc1ry 2020 STATE OF CALIIFORNll"i.

Indoor Lighting
CALIFORNIA ENER«oY COMMISSION m NRCC-LTI-E (Created 01/2.0)

CERTIFICATE OF COMPLIANCE NRCC-LTI-E
Proje.c:t Name: lnnova:tion Empire Sp.:ice-A Report Page: Page 6 of7 Project Addres.s: 16771 Valley BLDG. Unit. A, Fontana, CA 92335 Date Prep.:1red: 4/13/20 S. DAYLIGHT DESIGN POWER ADJUSTMENT FACTOR (PAF) u
D
T/Jis Section Ooes Not Apply
• DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION u Table-Instructions: Selections have been mode based an informariorr provided in previQus tables of thi.s document. If any seler;ti,on needs to be c;hanged1 please e1<plain why Jn TtJb!~ E. AddirioMI R,i;1morh Thi?.r!?' dacument~ ,~w~r b,i;1 pu:wided M tli,: building inspe.ctor dming ccins.tru~t/011 nnd crm bi? found oniir1,i;1 t1r htnw/JwwL.enerovco.qov/ Jt/o2412010~tandar~~/2n10 mn/jnn n · ~N.,.,r,r i n'"ial D umon:tslNR.rJI YES NO Form/Title
Field Inspector
Pass Fail
~ (' NflCI-LTl-01-f -IM LI!::t b~ ~ubmitt@od f~r ~II bull ding~ □ □ (' ~
NRCI-LTl-02-E -Must be submitted for a lighting control system, or for an Energy Management Control Sy:,;tem {EMCS), to be □ □ recognized for compliance.
(' ~ NRCl-lTl-04-E -1M ust be submitted for two in-t~rlocked systems serving an auditori1,H11, a convention center, .:1 conferer,ce □ □ room. a multipmpos.e room, or :a thie~ter to be recognized for cornplf:;ince. (' ~ NRCl-lTl-05-E -Must be s:ubmitted for a PowEr Adjus.tmeM Factor (P'Af) to be recognized for compli.rinc,e. □ □ NFtCI-LTl-06-E -1M ust be submitted for ad'ditional wattage installed in a video conferencing studio to be recogniz:ed for (' <i compliaiic,e. □ □ U. DECLARATION OF REQUIRED CERTIFl,ATE5 OF ACCEPTAN,E u Tl]b/e-lnstr~crion.s: serecrions have been mlld,e based on informariort provided in pre-vicw.s rabies of this document. If ony selecrion needs to be changed~ please explain why in Tob/1!" f. Additional Remarks. Thesf!" documents must be provided to the building inspr!ctor di1ring r::ons:truction and any wit'1 "·A" In the form name must be completed through on IAaeptonc~ Te,;t Technjdon Certification Prollider (ATTCP). for more informati.an visit: http:/Jwww.enerqy.co.gov/tltle24/ottcp/providers.lrtml YE5 NO Form/Title
Field Inspector
Pas::i Fail
('
•
NRCA-LTl-02-A -MI.Ust be $1.!bmitted for occupancy sensors and automatic:: time switch controls. □ □ (' ~ NRCA-LTl-03-A -Ml.Wst be s1.Jbmitted Tor a·utomatic daylight control:s. □ D (' ~ NRCA-LTl-04~A -Mwst be s1.Jbmitted for demand responsive lighting controls. □ □ (' ~ NRCA-LTl-05-A -Mi.ust be submitted for instit1.1tional tuning power adjustment factor (PAF). □ □ E
(' ~ NflCA-ENV-03:-~ -Must be submitted for daylighting de~ign power adjustment factors (PAI=). □ □ CA Building Energy Efficiency Standards -2019 Non residential Compliance: hOP :flwww eners:11.ca P:oV/title24/2019standards J;muarv2020 1 2
3 4

STAH OF CALIFORNIA
Indoor Lighting
CALIFORNIA ENE~G\' COMMISSIO~ w NRCC-LTH iCre~ted 01/20) CERTIF"ICATE QJ; COMPLIANCE NRCC-LTI-E
Proje,:t Name: lnnov.1tion Empire Si>ace A Report Page: Pijge 2 of 7 Project Address: 16?71 Valley BLDG. Unit. A, Fontana, CA 92335 Date Prepared: 4/13/20 Controls Compliance (See Table H for Details~ COMPLIES with Exceptional Conditions R3ted Power Reduction Compliance (See Table Q for Details:) Not Applicable D. EXCEPTIONAL CONDITIONS Ii
T"1i~ tllble i!: ~uto-fil/ed with untufitt:1ble comm.e-ntS" bectiu.ri:-of !:electian.r m.,de or data entered in Mble.r th-rau9h-out the form. able H Indoor Lightiing Controls Permit Applicant tJotes:

RESTROOMS: LESS THAN 100 SF
ELECTRICAL ROOM: ND AUTOMATIC LIGHTING CONTORL IN ELECTRICAL ROOMS PER CEC elections made in Table U have lbeen changed by the permit ap.plican1t. See Table E. Additional Remark$ for permit applicant'!; explan;ition E. ADDITIONAL REMAR~~ Iii
This UJble inciudes remarks made by th.e permie applicant to t1'e Authc,rity Hoving Jurisdiction.

F-INDOOR ~IGHTING FIXTURE SCHEDULE u
Table Instructions: include a1' permanent designed lighting and □II portable fighting in offices. tle!.igned Wattage: Conditio11ed Sp"'ces
01 D2 03 04 05 06 07 OB 09 10
Name or Cotraplete LUi'r'lit'iair('! Descrii,tioi"l Modular Small Aperture Watts per How Wattage is Total number Exempt per Desigri watts Field Inspector
Item Ti3g (Track) Fix:tur@ & Color Ch.ange1 lumin.aire~ determined luminaires; §140.6{al3 PQS5 Fail 06 6" LED RECESSED OOWNLIGHT D D 22 Mfr. Spec' 6 D 132 D D E6 6' LED LINEAR PENDANT D D 60 Mfr. 5pec1 13 D 7&0 D D F4 4' LED LINEAR RECESSED D D 29 Mfr. Speci 4 D 116 D D FB 8' LED LINEAR RECESSED D D 58 Mfr. Spec2 1 D 58 D D
Fl8 18' LED LINEAR; RECESSED D D 128 Mfr. Sp,ecl 2 D 256 □ D K 2X2 LHl TROFFER D D 46 Mfr. Sp,ecl 8 D S5$ D D
P6 6' LEO LINEAR PENDANT D D 66 Mfr. !>pl:!c' 14 D 924 D D PB 8' LEO LINEAR PENDANT D D 88 Mfr. Spec2 1 D 88 D D
W4 4' LED WALL MTD LINEAR D D 32 Mfr. Spec'· 8 D 256 D D CA Building Energy Efficiency Stcmdards • 201"9 NonresidPntial Compliann,: http://www.enen.y.ca.gov/title24/2019stand.ards January 2020 5TATE OF CALIFORNIA
Indoor Lighting
CAL.IFORNIA ENE"-G\"COMMIS:SION 5l NIICC·LTl·E (C:n::at,;:d 01/2.0)

CERTIFICATE OF COMPLIANCE NRCC-LTI-E
Project Name: Innovation Empire Space A Report Page: Page 4 of 7 Project Address: 16771 Valley BLDG. Unit. A, Fontana, CA 92335 Date Prepared: 4/13/20 MamJal ON/ RESTROOMS Res.troom OFF Exempt'" 0cc. Sensor NA NA D D D Manual ON/ STORAGE Commereial .and lndu!:trial Storage Dimmer Oc:e. Sensor NA NA D D D OFF Electrical, Mechanical, Telephone Manual ON/ ELECTRICAL ROOM OFF E)(empt* Exempt* NA NA D D D Room~ VESTIBULE All Other Spa,ce Types Manual ON/ Dimmer 0cc. Sen!.or NA NA D D D OFF BREAK ROOM Loung:e Manu::il ON/ Dimmer 0cc. Sensor NA NA D D D OFF 'NOTES: Controls with a"' require a note in the space below explaining how compliance is achieved. 13 EX: Conference 1.-Prfmo.ry/Skylight Doylighting: Exempt becm.1ge less. thon 120 wotts of ge.ne-ral fighting; Pian Sheet Showini;;: Daylit Zones:

EXCEPTfON J to §130.lfd/2 E2.1
RESTROOMS l ,SS Tl!AN 100 SF
ELECTRICAL ROOM NO AUTOMATIC LIGHTING CONTORL IN H£CTRICAL fWOMS PER CfC I. LIGHTING POWER ALLOWANCE: COMPLETE BUILDING OR AREA CATEGORY METHODS ~ Tobie Instructions: Comp/ere the toble for each orea complying using the complete Build'ing or Area Category Methods per §140.6(bJ. !rid/core if oddirionol lightJng power t;1!/owances per §1-40.$/c;) or adjustments per §14Q.§(q) ore beir.g used.

Co11ditioned Spaces
01 02 03 o• 05 06
Allowed Area Allowed Additional Allowances/
Complete Building or Area Category Density Adjustment Are9 DE;>s-cription Primary Fun,ction A~ea [ft') W,;itt9,ll;e' (W/ft2J (Watts] Area Category IPAF
WORKSHOP General Commercial and Industrial Work-Precision O.BS 2,260 1,921 D D RETAIL Retail Merchandise Sales, Wliolesale Showroom 1 lr928 1,918 D D RESTROOMS Restroom 0.65 110 71.5 D D
BREAK ROOM Lou11ge 0.55 139 90.35 D D
VESTIBULE All Other Spg,;e Ty~e::i 0.4 157 62.8 D D
!;;!.!;:CTfU(:A!,. ROOM l;!ec;:trii;i!I, Me~h,;ini,c;?al, Te!epfhr;,n~ RQQr,,~ Q.4 ;, 22-13 D D STORAGE Commercial i!nd Industrial Storage 0,6 315 189 D D $TATE OF CA1.IF'0RNl'A
Indoor Lighting
CA.LIFOR,:O,IA ENER-G\" COMMISSION ...w NRCC·LTI-E (Crealed 01/ZOJ

CERTIFICATE OF COMPLIANCE NRCC-LTI-E
Project Name: Innovation Empire s;pace A Report Page: Page 7 of 7 ProJec:tAddre::i~: 16771 V.alley6LOG. Unit. A, Fontana, CA92.335 Clate Prepared: 4/13/20 DOCUMENTATION AUTHOR"S DECLARATION STATEMENT u
I certify that this Certificate of Compliance documentation1 is accurate and complete . oo.:ument.itio,n Author Name: Moni~ Hansen ooeume,mtion Author Sign;;iture: ,..,(>ft~ f A " Company: Johnson Consulting Engineers Signature Date: 4/H/20 Address: 12875 Brookprinte-r Pl, Suiite-300 CEA/ HERS Certification Identification (if applkable):

City/State/Zip: Poway, CA 92064 Phone: 85-8-679-4030

RESPONSIBLE PERSON'S DECLARATION STATEMENT
I certify the following under penalty cf perjuq,-, under the laws of the St.ale of California:

1. The information provided on this C::e-rtificaite of Compliance is true .and corretCt. z. I am eligible under Division 3 of the Busines:s and Professions Code to accept responsibility for the building design or system design identified on this cenificate of Compliance jresp,onsible designer)

3. The et1ergy features arid pier:formanee s~ecifica1ion.s, n;,aterial:S, components, -..nd manufactured device$ for the building desi_gn or svsteM design identined on this Certificate of Compliance conf-orm1 to the requirements of Title 24, Part 1 and Part 6 of tile Califormia Code of Regulations. 4!. Th.e buildin:g de.sign features. o.-sy.stem desi1n features idenlified on this Certificate of Compliance are consi.stent with the informatior1 provided on other applicable compliance d'ocuments, wor,ksheets, calculations, p!am and specifications submitted to the enforcement u;genc-; for ap;proval with this buil,ding permit application.

S. I will en.sure that a completed signed copv of this. Certificate of Compliance shall be made .availa'ble witlil the building permit(s) issued for the buildin_g, and made a>Jailable to the enforcement 3gencv for 311 applicable inspections. I undl:!!rs:tand th3t a compl'eted signed copy of this; Certificate of Compliance is: requirl:!!d to be incluCe.d with thl:! documentation tht:? builder pn;>vid!!:!S to the lbuildini:; qwner at occupancy.

Responsible D-es:igner Name: Monica Hansen, Responsillle Designer Signature: #) ~w.u._ f) , IA Comp1my. Johnson Consulting Engineers Da1t@ Signedl: 4/13/20 Ad(jr,ess: 12875 Brookprinter Pl. Suite 300 Ucens-e: E 14781 City/State/Zip: Poway, C.A 92064 Phone: s;S-679-4030
I
CA Building Em1,rgv Effici,,mcv Stand;ir<ls -2019 NonrE!sid1mtial Compli.:mce: http:ljwww.1mE!rgy.c111.gov/tit1e24/2019!iti1ndards Jsnusry 2020 3 4
5 6
STATE OF CALIFORNIA.

Indoor Lighting
CA~.IFOR.NIA ~N E~G'I" O::QMMISSION fiJ Nfl:0:::£;-LTH I Cn:r.wd 0-1/20)

CERTIFICATE OF COMPLIANCE NRCC-L TI-E
Project Name: Innovation Empire Space A Report IPc1ge: Page5of7 Project Address: 16771 valley BLDG. Ulnit. A, Fontana, CA 92335 D:ate Pr-epared: 4/13/20 01 02 03 04 Os 06
Additional Allowances/ Allowed Allowed
Area Description Complete Building or Area Category Dens.ity Are.:i W3ttage Adjustment Primary Function Area [ft') (W(ft') (Waitts) Area Category I PAF TQTA.L= 4,91:i(i .,q.8,~.4~ $el:" TablesJ c;ir P ror d!;',,;iil J. ADDITIONAL LIGHTING ALLOWANCE: AREA CATEGORY METHOD QUALIFYING LIGHTING SYSTEM ~ Thi,; Section Does Not Apply
K. TAILORED METHOD GENERAL LIGHTING POWER ALLOWANCE ii
Thi,; Section Does Not Apply
L. ADDITIONAL LIGHTING ALLOWANCE: TAILORED WALL DISPLAY 6 This Section Does Not Apply
M. ADDITIONAL LIGHTING ALLOWANCE: TAILORED FLOOR AND TASK LIGHTING iii This Seer/on Does Not Appl'JI
N. ADDITIONAL LIGHTING ALLOWANCE: TAILORED ORNAMENTAL/SPECIAL EFFECTS ~ This Seer/on Do.es Not Apply
O. ADDITIONAL LIGHTING MLOWANCE: TAILORED VERY VALUABLE MERCHANDISE ~ This Section Do.es Not App/11
p_ POWER ADJUSTMENT: LIGHTING CONTROL CREDIT (POWER ADJUSTMENT FACTOR (PAF)) ~ Th/$ Sectiijf'I DDe~ folot Apply
Q. RATED POWER REDUCTION COMPLIANCE FOR ALTERATIONS Iii This Section Doe5 Not Apply
R, 80% LIGHTING POWER FOR ALTERATIONS -CONTROLS EXCEPTIONS u This Section Does Not Apply
CA BLiild ing Energy Efficlericy Standards• 201 "9 Nonresid entlal Compliance: http://www.energv.ca.gov/tltle24/2019standarcl~ January 2020 ---JDHNBDN ~ 'l~fE:SS/o~ •••••
----· -•• CONSUL TING ENGINEERS, INC.
~,@'GOES~~\
jiff' ~ lie Power I Lighting I Multimedia
No. E 147B1 Ya Communications I Data Networking
*
Exp. 6-30-2023
* ~ <Z£Cral~'"° 12875 Brookprinter Place, Suite 300
,f~OF'CI/. Poway, CA 92064
P 858.679.4030 I F 858.513.0559
'2212)42 8/2/212)22 www.joe-ino.oom
5 6

ENCY APPROVAL
-
M JK
ARC•
MICH
APR
'?f_l) _f.
" -- o" ' ~MICHAEL,
*~
,s, No.~
~ EXP. 0

TECTURE
L J. KANTARCHITECT

ESSIONAL CORPORATION
,P.O. BOX 1120
,ANl"1 VISTA, CA
f/JI l*I 92085-1120
I I
Mv<160) 941-4641 ~"' - OF C~-:f'!f/' www.rnjkarchitecture.com CONSULT 'ANT:

PROJEI NAME:

TE~
CA
INS
TEI
IMF
HNICAL
REER

TITUTE -
ANT
ROVEMENT!
PROJEC"
2075
DRl\j
CAR
9201
ADDRESS:

LAS PALMAS
E

LSBAD, CA,
1 REVISIONS S:

MARK DATE DE ESCRIPTION
6 6
6 6
6 6
DATE: MARCH , 21, 2022 REV NO: CON. DOC.

PROJECT NO: 2021-07.02
CAD DWG FILE:

TITL E24
E2.0
May 9, 2023
Item #6 Page 40 of 50
1 2
STATE OFCALIF.ORNIA
Outdoor Lighting
CALIFORNIA ENERGY COMMl:SSION m NRC:C-LTO-E ,jc,reat,ed 11J1~1 CERTlflCATE OF COMPLIANCE NRCC-LTO-E
This document is u.>ed ta demon5tmte compliance with requirement!> in §110.9, §130.0, §130.l, §140. 7, and §141.0(a)2l for outdoor lighting scopes using the pre5aiptive path.

Project Name: Innovation Empire Space A Report Page: Page 1 of6 Project Address: 16771 Valley BLDG. Unit. A, Fontar;ia, CA 92335 D.ite Prepared. 4/13/20 1/1. GENERAL INFORMATION ~
Ol Project Location (city) Fontana 04 !Total Illuminated Hardsc.3 pe Area (ft2) I 1,204 A
02 Climate Zone 10
03 Outdoor Lighting Zone per Title 24, Part 1 §10-114 or as designated by Authority HavingJurisd iction (AH.J):
0 LZ-0: Very Low -Lin-developed P-.irkla nd 0 LZ-2: Moderate-Rural An:o:. 0 LZ-4; High -Must be reviewed by CA Energy Commission for Approval D LZ:-1: Low-Developed Parkland [Z] LZ-3: Moderately High-Urban Areas B. PROIE CT SCOPE IU
Table lnstmctions: Inell/de any cwtdoor lighting systems that are within the Kope of the: permit application and are demomtratin-g complianc-e using the prescriptive path outlined in §.J,:1Q.l or §_14,1.,0(b}l_l for alterations, My projectwnsists of:
01 02
@ N,ew Lighting System Must Comply with Allowances from §:1.4.D~.Z.

D Alter~d Lighting System ls your alteration lncr~asing the connected lighting load (Watts]? ("Yes. (" No 'FOOTNOTES:% of Existing Lum/noi'res Being Altered :e!:' ($um raw! of LJ;mln,afres Bei'ng Added or Aire red/ EJdsting Lumi'n-olfes wlthfn the Scope of the Permlt Appl/Cotiot'I) :< 1(J6 C. COMPLIANCE RESULTS ~
Tobie Instructions: tf any cell on this table says "OOES NOT COMPLY" or "COMPU£S with Except/01101 Conditions" refer to Table D.for guidance.

Calculation ofTo,tal Allowed Lighting· Power (Watts) §14Q:.7 or §14l.Q(b)2L Compliance Re:sult:s 01 02 03 04 05 06 07 08 09
General
Hardsca~e Pee S.aies Ornamental Per Specific Existing
+ Appl ic.atiori + Frontage + + Are::i OR Power a To-tal Allowed > Total Adual Allowance §t40.7ldl2 §140.71dl2 §140.7(d)2 !,!40.71dl2 el410lbl2L (Watts) (Watts) 07Mustbe~08 §140,7!dJ1
(See Table I) (See Tc1ble J) (See Table K) (See Tabl-e L) (See Table M) (See Table N) (See Table FJ 525.32 + + + + OR a 525.32 > 273 COMPLIES
C1Jte>ff Compliance !See Table G for Detaiils) Not Applicable Controls Compliance {See Table H for Details) COMPLIES
B
CA Building Energy Effii,;;ien~y St.indards -2019 Nonresiderdial Compli.ince; http;//www,energy.ca,go-v/tiHe24/201!Mandards Novemb"2r 2019 STAT~ OFCAllf'QRNIA
Outdoor Lighting
NIICC·LTO-E-(Created 1.1/19) CAUFOftNJA ENERGY COMMl5Sll9 CERTIFIICATE OF COMPLIANCE NR{C-LTO-E
Project Name: Innovation Empire Space A Repon Page: Page 3 of6 Project Address: 16771 Vallev BLDG. Unit. A, Fontana, CA 92335 Do3te Prepared: 4/13/20 G. CUTOFF REQUIREMENTS (BUG) ~
This Sec!ion Does Not Apply
fl. OUTDOOR LIGflTING CONTROLS f,j
Table ln5tnrctions: Complete thi:s Wbte demomtrating compl[anr;e with controls re-rJuirrmentsfor at/ new or afterect lumfnoires imtalfed as part of the permif c;rp-plication. for alteration projects, fumlnal'res whic'1 are existing to remain (le untouched) and Jumincrlres which are removed and' reinstalied (w!n'ng onfy) do not need to be i"c!uded In thJs table even if ttiey are within the space..s covered by the permit .appffr:ation.

When an option having a * is 5,efected, the notes section of this table must be completed. The lighting controls section of the Compliance Summary Table on the first page will show "DOES NOT COMPl Y'1 if the notes are ieft blank. For each requirement in columns 02 throu9h D4, do not leave the fieiri blank, instead select NA or E.xempt°" from the d,apdown list to indirnte not crpplicobfe or on exemptio~.

Mandatory Controls
01 02 03 04 05
Area Description Shut-Off Auto-Schedule Motion Sensor ~ield Inspector §130.2(c)1 §130.2(c)2 §130.2(c).3 Pa;~ Fail
WALKWAY Astronomic<0I Timer Ves NA, Wall~ 24ft
□ □
C
*NOTES: Controls with a* require a note in th~ space below expl.aining how compliance i5 :achlevedl, EX: Not permitted by health & :safety to be turned off; EXCEPTION 1 t.a §n0.2{c).

I. LIGflTING POWER ALLOWANCE (per §140.7) 16
Tobie /nstwctions: Please-c.amplete this table for oreas using the 01 a-lowan,e calculations per illJLl. General Hardscope Allowance "Use it or, lo5-e: it" Allowan~e-s (5-elect all that apply) is per Table 140.7-A while "Use it or lost it" Allowances crre per General Table 140.7-B. Indicate which afrowances are being used to 0 Hardscap-e D P-er Application D Sale:s Frontage □ Ornamental □ Per Speci"fic Area expand section;;for user input. Luminoires that qualify for one of Allowance the ~usl:' it or lose it" alrowances 5ha/( not qualify for Dnother "Use it or ,ose it" oflowan,ce. Table I (below) Table J Table K Table L Table M Calculated General Hard5cape Lighting Power Allowance per Table 140.7-A (LZ 2 & 3) 02 03 04 05 06 07 08 09 10
Area Wattage Allowance {AWA) Linear Wattage Allowance (LWA), Total General Area Description Surface Type lllluminated Al lowed Density Area Allowance P-erimeter Allowed Density Linear Allowance AWA t LWA Area (ft'2) (W/ft'I (Watts) Length (If) {W/lf) (Watts) !Watts) WALKWAY Concrete 1.204 0.03 36.12 348 0.4 139.2 175.32
Tobie Continued
CA Building Enertiv Efficiency Standards -2019 Nonresidential Complian-ce· http://www.energy.c.i.gov/tit1e24/2019s;tandan1s. Nove-mber 2019

STATE OF CALIFORNIA
Outdoor Lighting
CALIFORNIA ENERGY COMMISSION m NIKC-LTO-E ~Created 11/19)

CERTIRICATE OF COMPLIANCE NRCC-LTO-E
Project Name: lnrmvati:on Empire Speice A !Report Page: Page 6 of 6 Project Address: 16771 Volley BLDG. Unit. A, Fontana, CA 92335 !Dote Prepared: 4/13/20 D ... DOCUMENT/\TION AUTHOR'S DECLARATION STATEMENT
I certify '1:hat this Certificate of Compli,ance documentation i:s :accurate and complete:

Documentaticin Auttior N.ame: Monie.a Hansen Documentation Auttior Signature: lJ •. · fl fl Company: Johnson Consulting Efi1gineers Signature Date: 4/13/20 Address: 12875 Bmokprinter Pl, ~uite 3()0 CEA./ H ERS. Ce.rtification ldent ifrcaliori (if ap pl icablej · Citv/State/Zip: Poway, CA 92064 Phon@: 85 8~679-4030
RESPONSIBLE PERSON'S DECLARATIOl'I STATEMrnT
I certify the following under penalty ,of perjury, under the laws of the State of California:

L The information provided on this Certificate of Compliance is. true and correct. 2:. I am eligible under Divisi"n 3 cf ,he Business and Profes.sicns Code to accept res1n1n:sibi.ity for the building design or sys.tern design id'entified on this Certificate cf Compliance (responsible designer)

3. The e11errv IE!atures and pe,rfarman,ce SiJecifo:ations, materials, components, .ar,d manufattured devices for the building d~si1r1 or systl:!m di:!slgn identified on 'this- Certificate of Compliance conform to the requirements of Title 24, Pan 1 and Part 6 of the Cillifornia Code of [email protected].

4. The building de5ign feat1Jre5 or sy5tem de5ign feature5 identified on thi5 Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plar:-is and specifications submitted to the enforcement agency for approva'I with this building permit application. 5,_ I will ensure that a completed signed copy of this Certificate of Complian-ce sh.all be made available with the building permi1(s) issued for the building, and m.ade availa'ble to the enforcement 3gency for all applicable-inspections. 11 understand that a completed signed copy of this C.e-rtificate of Complianc-e is required to be included with the d0r:umentatl0n the builder provides to the building owne-r at occupam:y.

Responsible Designer Name: Monica Hansen Respons.ible Designer Signature: l .,,, · u I!.

Company: Johnson Consulting Engineers Dc1te Signed: 4/13/20 Address: 12&75 Brookprintrer Pl, Suite 300 LicE!nse: E 14781 City/State/Zip: Poway, CA 92064 Phone: 85 8-679-4030
E
CA Building Energy EfficiencySt.indards • 2019 Nonresidential Compliance: httR:lfwww.energy.c.i.gov[tit1e24/2019standard5 Novembier 2019 1 2
3 4

STATE OF CALIFORNIA
Outdoor Ligihting
CALIFORNIA ENERGYCOMMIS:Sll9 m NfKC:-lTO-E (Created 1.J/19) CERTlflCATE OF COMPLIANCE NRCC-LTO-E
Project Name: lnm>Vi:ition Empire Space A Report Page: Par;e 2 of 6 Project Address:: 16771 Valley BLDG. Unit. A. Fontcinci, CA 92335 Date Prepc11red: 4/13/20 D. El<CEPTIONALCONDITIONS ~
This table is auto-{J//ed with uneditable comments bern115e of '5election:, made r,r data entered in t.able'5 thro11ghout thf? [{}rm.

No exceptional conditions. apf)ly to this proje-ct.

Selections rno1de in Table O have been changed by the permit applic;mt. S-ee T;lble E. Addition.ii Remarks for permit ,;1pplicant's e)(planation.

Selections maide in Table P have been chan11ed bt the permit applicant. See Table E. Addition:al Remarks for permit :applicant's: explanation.

E. ADDITIONAL REMARKS ~
Thi:s table incfude5 remarks mar:11? by ttJe permit apµlicarrt to the Authority Having Jurisdiction. f. OUTDOOR UGflTING flKTURE SCllEDULE w
Tobie lmtrnctions: For new or alterr?d tightfng 5ystems demo11strnting compliance with §140.7 (ie Table I hrJ"S expanded for input), ;ndude all lum/naires being instaJJed and any exist;ng luminaires rernoin;ng or being moved wjthin the ;paces covered by the permit appJication in the Tabfe below. For1;1ftered lighting systems using the Exi.stirtg Power method pe-r §141.0(b}ll (ie Table N hos expandect [.or input), include only new /um{r,oires befng in.stalled and replocemem luminaire.s. being i11stolled as port of the project scope (ie, do not include exi.sting lumincrires remaining or ,existing /1.1minaires being moved/.

Designed wan·age:
01 02 03 04 05 06 07 08 0~ 10
Cutoff Req. ~
Name or Watt5 per How Wattage is Tot~I Ex duded 6,200 initol lumen Held Inspector C"mplete ,Lumim1fre Desr;riptfon number Luminaire Stat1:.1:.l per Design W'1tt5 Item Tag lumir.aife1·1 cletermin,ed luminaires2 §140.7(a] outp,ut §B0.2/bl4 Pas5 F.iil
S5 WALL PACK LED I D Linear 21 Mfr. Spec' B New
□ 273 NA: <6,2001umens D □
Total Designed Watts: Z73
* NOTES: Selections with o * require a note in ttie spoce below explaining how complPonce is achieved.

EX: Lvrnir'laire is lighting a stot1.Je; EXCEPTION 2 to-§130.2(b). 1 FOOTJJOTE5: Authori'ty Ha11tng Jurisdiction mayoskfor tuminaire cut sheets to confirm wattage LJ5ed for wmpfiance per §139-D(cJ 1 For fineor luminaires, wattoge should be indiceneci os w/lf instead of w:atts(Juminoire. Totar linear Jeer for the luminr1ire should be indicated in column 05 in.steed of n-umber CJ} /11minoires.

J Select "New" jr;,r nl;?w Je;minaires ir'I o new out(/QQr lighting projer:e er for odded luminaires in an clremtic;,n. Select "Altered" Jor rep!act;:mem luminr;iire$ in an alterarfr;,n. Se1er;t "£.xjsting to Remain" for existing 1umiooires within the project scope that are not beinq aftered and are rema(ning. Select "Existing Reinstalled" for e.xisti,"lg luminoires which are being removed and ,einstolfed as part of tile project scope 4 Complilmce with mondotory cvtoff rec,LJirements rs required for lt.minai"res with initiol rumen output;;: 6,100 unless exempted by §130.l(b}.

CA Building Energy Efficiency St.and ards -2019 Nonre.stdentlal Compliar1ee: h1tp://www.energy.c:a.gov/title24/2019standarcls November 2019 STAT~ QfQ\~JFQfl.t.l!A
Outdoor Lighting
CALIFORNIA ENERGY COMMISSl19 m NllCC-LTO-E (c,reated 11/19] CERTIFICATE OF COMPLIANCE NRCC·LTO·E
Project Name: Innovation Empire S.pace A R.eport IPage: Page 4 of6 Project Address: 16771 Valley BLDG. Unit. A, Fontana, CA 92335 Date Prepared: 4/13/20

I I I I I I I Q
lnitit1I Watt:age Allowarice for Entire Site (W.itts): 350 Tat.ii G@li'l@ral Hardsc.ap@ Allowance (Watts); 525.32
J. LIGHTIN(; ALLOWANCE; PER APPLICATION 111
This Section Does Not AppJy
K. LIGHTINli ALLOWANCE: SALES FRONTAGE tJ
Tfij5 Section Doe.s; Not AppJy
L. LIGHTING ALLOWANCE: ORNAMENTAL 16
This Section Do.es Not Apply
M. LIGHTING AlLOWANCE: PER SPECIFIC AREA 6
This Section Doe.s; Not Apply
N. EXISTING CONDITIONS POWER ALLOWANCE (alterations only) 6 Thi5 Secrion Ooes Not Apply

0. DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION 6 Tobie Jnsrruc.tions.· Selections hove been mnde base.don lnforma•tion provided in previrw!: tob/es-of this dowment If any ~election needs t<i be changed, please expfoin why in roble f, A-ddirionc,J Remarks,. These documenrs must be-provided ta the bµi/ding i(lspector dt,uing con5rrucrio,r, ond co,, be f;;iu,;(f 011/ine ot tirtpsjlwww.enerqv.c.a.gov/ titfe24/2019standardsl2019 comn!iance dowments/Nonri!sidentiol Docu=ents/NRCII Fil:!ld lnspei:tor
YES NO Forrn/ntle Pa,;s Fail
r (j NRC::1-LT0-01-E -Must be submitted for :all buildings. D D NRCl•LT0·02·E • Must be submitted for a lighting control system; or for an Energy Manag@m@nt Control Syst@m (EMCS). to b@ r Ci D D recognized for complic1nce.

CA B1.,1ilding Energy Efficiem:;y St.ind ar-ds -2019 Nonre.side nt i.il Compliance: http:f/www.eflergy.ca.gov/title2:4/2019standards November 2:019 3 4
5 6
STAT~ OF CAllfQRNIA
Outdoor Lighting
CALIFOJtNIA Ei.'IERGY COMMISSl19 ~. 'C NIKC·LTO-E\Crealed 11/19) CERTIFIICATE OF COMPLIANCE NR{C-LTO-E
Project Name: lnnovati:on Empire Space A I Report Page: Pages of6 Project Address: 16771 Valley BLDG. Uni1. A, Fontana, CA 92335 IDate Prepared: 4/13/20 P. DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE ...

Tobie /,nstructlom: ~eiecti.on.s have beE'n made based on infarmmion provided in previous table-s of thi.s document. if any selection needs robe changed, p/e.a:.e e)(.plain whjt in Tobie E. Additio11aJ Remar'ks. These-docvment> must be 1'tovided to tfle buildinQ inspectc,. durin(I co,mru,=-tlot1 end must be comt,leted rhrour1h on Acce,,to::mce Test Technician Certification Provider (ATTCP}. For more information visit: h!tp:ftwww.enerqy.ca.ga11/titfe24/attc-p/provider.s.html YES NO Form/Title
Field lnsp@ctor
Pass Fail
r 1W NRCA-LT0-02-A -Must b@ s.ubmitted for .all -out,door lighting conttols ex"c@pt for alt~rations whe-te controls .are.a added to ~ 20 D D I umin.ai re-s.

CA Building Energy Effici-ency Standards -201~ Nonresidential Comp'liance: http://www.enersy.ca.gov/tit1e24/2019standards November 2019 ---JDHNBDN ~ 'l~fE:SS/o~ •••••
----· -•• CONSUL TING ENGINEERS, INC.
~,@'GOES~~\
jiff' ~ lie Power I Lighting I Multimedia
No. E 147B1 Ya Communications I Data Networking
*
Exp. 6-30-2023
* ~ <Z£Cral~"° 12875 Brookprinter Place, Suite 300
,f~OF"CI/. Poway, CA 92064
P 858.679.4030 I F 858.513.0559
'2212)42 8/2/212)22 www.joe-ino.oom
5 6

ENCY APPROVAL
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ARC•
MICH
APR
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o" ' ~MICHAEL,
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,s, No.~
~ EXP. 0

TECTURE
L J. KANTARCHITECT

ESSIONAL CORPORATION
,P.O. BOX 1120
,ANl"1 VISTA, CA
f/JI l*I 92085-1120
I I
Mv<160) 941-4641 ~.,. -
OF C~-i!f/' www.rnjkarchitecture.com
CONSULT 'ANT:

PROJEI NAME:

TE~
CA
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TEI
IMF
HNICAL
REER

TITUTE -
ANT
ROVEMENT!
PROJEC"
2075
DRl\j
CAR
9201
ADDRESS:

LAS PALMAS
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LSBAD, CA,
1 REVISIONS S:

MARK DATE DE ESCRIPTION
6 6
6 6
6 6
DATE; MARCH , 21, 2022 REV NO: CON. DOC.

PROJECT NO: 2021-07.02
CAD DWG FILE:

TITL E24
E2.0.1
May 9, 2023
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1. REFERENGE Af<C,HITECflJf<.AL l<EFLEGTED GEILING

PLANS FOR EXAC,T LOCATION OF ALL LIGHTING
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2. REFERENGE E2 SERIES SHEETS FOF'-ALL FIXTUl<E
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9. LETTEf<.S IN OR ADJAGENT TO EAGH FIXTURE OR
FIXTUF1-E f<.Ol"I INDIGATES 51"11Tai AND OR
OC.C.UPANC!" SEN50R l"IHIGH WNTF'-OLS THE
LIGHTING FIXTURE.

4. Glf<.GUIT HOMERUNS ARE INDIGATED TO SH= THE
LOCATION AND NUMBEI< OF Glf<.GUIT5 TO BE
Gl<OUPED T06ETHEF1-.

5. PROVIDE MINIMUM 9/4" WNDUIT AND •12 Glf<.GUIT
CONDUGTOF'-S A5 RlaQUIRED TO GONNEGT EAGH

LIGHTING FIXTURES TO THEIR INDIGATED CONTROL
DEVIGE5. (U.O.N.)
KEY NOTES:

CD
0 0
0 ®
®
0 SEE Al'<C,HITEGTUF1-AL PLANS FOF'-MOUNTIN6 HEl6HT.
2 •12 (HOT). 1 •10 (NEUTl<Al.), 1 •12 (6ND). 9/4"G.
9 012 (HOT). 1 #10 (NEUTl<AL). 1 #12 (6ND). 9/4"G.
4 •12 (HOT). 2 •10 (NEUTI<AL). 1 •12 (6ND). 9/4"G.

EXTEND WNSTANT HOT TO NEl"I EXIT Sl6N BATTEf<.Y PAGK
AND TYPE •AE• FIXTURE BA TTEf<.Y PAGKS A5 F1-EGUIF1-ED.

EXTEND EXISTIN6 EL.EC,Tf<.IGAL ROOM Ll6HTIN6 GIF'-C,UIT TO ALL TYPE •D' FIXTUF1-E5 AS REQUIRED. TYPE 'D' FIXTURES
SHALL NOT BE WNTROLLED VIA EL.EC,Tf<.IGAL ROOM Ll6HT
51"11Tai. FIELD VERIFY EXAC.T LOGATION OF POINT OF
INTEf<.GEPTION.

EXTEND WNSTANT HOT TO NEl"I EXIT Sl6N BATTEf<.Y PAGK
AND TYPE 'BE' FIXTUF1-E BATTERY PAGK5 AS REQUIRED.

AGENCY APPROVAL
MJK

ARCHITECTURE
MICHAEL J. KANTARCHITECT

A PROFESSIONAL CORPORATION
Af._--"--~"0~ P.O. BOX 1120
f'.-kEL J-:l--'~ VISTA, CA
\*\ ~,~ )*1 92085-1120
~6l1tt0~+" (760) 94_1-4647
~f" o,: c~,<:. www.m1karch1tecture.com
CONSULTANT:

PROJECT NAME:

TECHNICAL
CAREER

INSTITUTE -
TENANT
IMPROVEMENT!
PROJECT ADDRESS:
2075 LAS PALMAS
DRIVE

CARLSBAD, CA,
92011
REVISIONS:

MARK I DATE I DESCRIPTION
!::. .
!::., .
!::., .
!::., .
!::., .
!::., .

DATE: MARCH 21, 2022
PROJECT NO:

CAD DWG FILE:

DRAWN BY:

REV NO: CON. DOC.
2021·07.02
Author
I -- ,,,,_ ••• -c"'""'
·11 ~ ~~~· ULTING ENGINEERS, INC. SHEET TITLE:
ijl No. E 14781 f!!
1 "!' Exp, 6--30-2023 :
"22iZ>42
, ~ECTR~C~
~OF'C!,,I
'
~/21Z>22
Power I Lighting I Multimedia
Communications I Data Networking
12875 Brookprinter Place, Suite 300
Poway, CA 92064
P 858.679.4030 I F 858.513.0559
www.jce-inc.com
6 NEW WORK

FLOOR PLAN

LIGHTING
SHEET NO:

E2.1
May 9, 2023
Item #6 Page 42 of 50
1 2 3
A
B
C
D
E
1 2 3
Ma<k Ap p """"' Manufacturer's
(See Key
Note Na.1)
Catalog Series Type
(See Key Note No. 2)
4 LIGHTING FIXTURE SCHEDULE
~
w
5 □
Driver

FIXTIJRE
§
■
Fixture
Watts

MOUNTING
,§ tD
- C
. ·- (j 'ai
-u ~ - Ii ~
ii "'I= fl.~ ~
: -~
!I ~
ii ~
~ ii
! -~
"" I " al r
□1□1□1□1□1■1□
Description
o I------+------~ ■ 1201277v
■ 0-10vDlm
28w
□
□

COOPER APXSERIES
□ ■
□Provide
Emergency
Ballast Type 'EM'
□1□1□1□1□1□1□
D Provide Custom
Color Finish, lo be
selected at time
submittal
D See Detail
o,-
0 i--------f-------_j ■ 1201277v
D 0-1Dv Dim
1 SURFACE MOUNT WHITE THERMOPLASTIC LED EXIT SIGN. GREEN

LETTERING
X
□
r----+--------i □
□Provide
Emergency
Ballast Type 'EM'
D Provide Custom
Color Finish, to be
selected at time
submittal
D See Detail
Ll<SHTIN<S FIX71JRE 5CHEDULE l<EY NOTES:

1. 2.

ALTI:RNATI: MANVFAGTURE:RS TO THOSE SPl=GIFIW MAY BE SUBMITTI:D FOR APPROVAL. ALTl=RNATI:

MANUFAGTURER'S MUST MEET THE MINIMUM GRITI:RIA INDIGATW IN THE DE5CRIPTION AND OPTIONS WLUMNS OF THIS 5CHWULE. AND MUST BE EQUAL TO THE SPEGIFIW FIX71JRE AS DETI=RMINED BY THE SPl=GIFYIN<S ENGINEl=R. (ALTI:RNATI: FIXTIJRES MUST BE APPROVW PRIOR TO BID, ALLOV'l 12 HOLRS FOR EN<SINEl=R REVIEV'I AND APPROVWJ. l"IHERE 'NO KNOV'IN EQUAL' 15 INDIGATI:D THE FIX71JRE DOES NOT HAVE AN EQUAL TO MEET THE PROJEGT RE:G!.JIRE:MENTS, AND AL TI:RNA TI: 5ELE:GTION5 V'IILL NOT BE AGGEPTW.

WMPLETI: GATALO<S NUMBERS HAVE NOT BEEN PROVIDW. REFERENGE THE DESGRIPTION AND OPTIONS WLUMNS Of THIS 5CHWULE FOR WMPLETI: FIX71JRE REG!.JIREMENT5. 4 5 6

AGENCY APPROVAL

LIGHTING FIXTURE SCHEDULE

FIXTURE MOUNTING
Marl<
Approved
Manufacturer's
(See Key
Note No. 1)
Catalog Series Type
(See Key Note No. 2)
"' w
I ,,
>-w 0 ~
LITHONIA 2VTL4
□ ■
o,-
0 i------+-------_J ■ 1201277v
■ 0-10vDlm
A
□
1-----+--------i□
LITHONIA 2VTL4
□ ■
Driver
@ 1-----t-------_j ■ 1201277v
■ 0-10vDlm
Mc
□
l-----+-------1 □
LITHONIA 2VTL4
□ ■
Driver
0 i------+------_j ■ 1201277v
■ 0-10vDim
□
□
B
LITHONIA 2VTL4
□ I ■
o,-
@1------+-------___j ■ 1201277v
■ 0-10vDim
BE
□
l-----+-------1 □
LITHONIA 2VTLA
□ ■
Driver
0 r--------1--------J ■ 1201277v
■ 0-10vDim
C
□
r----+--------i □

LITHONIA CSVT
□ ■
Driver
0 i------+------_J ■ 1201277v
■ 0-10vDim
□
□
D
□ ■
o,
O r------+----------j ■ 1201277v
■ 0-10vDlm
□
r----+--------i □
□ ■
Driver
o >-------+--------< ■ 1201277v
■ 0-10vDim
□
1-----+--------i□

NULITE RXT-P LED
□ ■
Driver
o e---------i-----------1 ■ 120/277v
■ 0-10vDim
□
□
FOtura
Watts
39w
39w
24w
24w
24w
42w
~
~
~
:ii ,. I I Description
~ --;,:
1 -~ - I ! i ~
=~-g~_!!!
al
<11 GI ;;;:, 0
:S:c::o.u.io.
■ □ □ □ □ □ □
LAY IN 2 X 4, 5326 LUMENS, 4000K, 80 CRI, 0-10V DIMMING. □Provide
Emergency
Ballast Type 'EM'
■1□1□1□1□1□1□
D Provide Custom
Color Finish, to be
selected at time
submittal
0 See Detail
LAY IN 2 X 4, 5326 LUMENS, 4000K, BO CRI, 0-10V DIMMING. PROVIDE WITH FACTORY 1400 LUMEN EMERGENCY BATTERY PACK.
□Provide
Emergency
Ballast Type 'EM'
■1□1□1□1□1□1□
D Provide Custom
Color Finish, to be
selected at time
submittal
□ S&e Detail
4B"L X 4"W RECESSED T-BAR. MINIMUM 3300 LUMEN AT 5000K, BO CRI 0-10V DIMMING.
□Provide
Emergency
Ballast Type 'EM'
■1□1□1□1□1□1□
D Provide Custom
Color Finish, to be
selected at time
submittal
0 See Detail
48"L X 4"W RECESSED T-BAR. MINIMUM 3300 LUMEN AT 50001<, 80 CRI 0-10V DIMMING. PROVIDE WITH FACTORY 1400 LUMEN EMERGENCY BATTERY PACK.
□Provide
Emergency
Ballast Type 'EM'
■1□1□1□1□1□1□
D Provide Custom
Color Finish, to be
selected at time
submittal
0 See Detail
4'-0"L X 2"W RECESSED FLANGED. MINIMUM 3335 LUMEN AT 4000K. □Provide
Emergency
Ballast Type 'EM'
■1□1□1□1□1□1□
D Provide Custom
Color Finish, to be
selected at time
submittal
□ See Detail
SURFACE MOUNT VAPOR TIGHT. MINIMUM 3000 LUMEN AT 4000K.

WET LOCATED LISTED.
□Provide
Emergency
Ballast Type 'EM'
□1□1□1□1■1□1□
□Provide
Emergency
Ballast Type 'EM'
□1□1□1□1■1□1□
□Provide
Emergency
Ballast Type 'EM'
□1□1□1□1■1□1□1
.
□Provide
Emergency
Ballast Type 'EM'
D Provide Custom
Color Finish, to be
selected at time
submittal
D Provide Custom
Color Finish, to be
selected at time
submittal
I D Provide Custom
Color Finish, to be
selected at time
submittal
I D Provide Custom
Color Finish, to be
selected at time
submittal
0 See Detail
0 See Detail
I D See Detail
I D See Detall
I I
I
' '
MJK

ARCHITECTURE
MICHAEL J. KANTARCHITECT

A PROFESSIONAL CORPORATION
X:'-'""_Q_-~~ P.O. BOX 1120
~-t:AELJ ~-'1 VISTA, CA
*1 WI~ l*I 92085-1120 C1? I I
·"'-"" ~~e6i1iw4 # (760) 941-4647 ::!I'~ o<f. . .
!c p, c~'' www.rn11<arch1tecture.com
CONSULTANT:

PROJECT NAME:

TECHNICAL
CAREER

INSTITUTE -
TENANT
IMPROVEMENT!
PROJECT ADDRESS:
2075 LAS PALMAS
DRIVE

CARLSBAD, CA,
92011
REVISIONS:

MARK I DATE I DESCRIPTION
6 t:,,,.
t:,,,.
t:,,,.
t:,,,.
6,.

DATE: MARCH 21, 2022 REV NO: CON. DOC.

PROJECT NO: 2021-07.02
CAD DWG FILE:

DRAWN BY: Author
CHK'D BY: Checker
fl~fESS/o • • • COPYRIGHT:
.~~ :•::• J 0 H NB a N © '"" "" AAC"'"'"'
, <I " =-•~ ~~-~ '""" "'"' ""'
No. E 147B1 Ya p F * Exp. s-
3 0-2023 * Cornrnun~:aet~ I Lighting I Multimedia IXTLJ RE ~ ~ • ions I Data N ~{"""ft_,,. .,., • ., SCHEDULE
Of'CA~~
12875 Brookprinter Place, Suite 300
Poway, CA 92064
P 858.679.4030 I F 858.513.0559

SHEET NO
'2212)42 9/1/2<!>22 www.joe-ino.oom E2.2
5 6
May 9, 2023
Item #6 Page 43 of 50
1 2
A
B
C
D
E
1 2
El
3 ROOM

CONTROLLEI
LIGHTING f\
CIRCUIT---0 o----------.J I
NEUTRAL t
"a"

DIMMABLE LOAD
•
B
0 •
~a
TYPICAL ROOM TYPE -CONFERENCE RO~
~

NO SCALE
§] ROOM

GONTROLLE'
0-10V DIMMING
"a"

DIMMABLE LOAD
"b" ! ) I JJIMMABLE LOAD f-------1
LIGHTING n
CIRCUIT---0 O>--'
NEU
"c."
I HO I I I DIMMABLE LOAD f---_.

TYPICAL ROOM TYPE -LAB

NO SCALE
• 0
0 '
~ at,c,
~
4 I
+
El J
a@~
+
I
+ +§]J
@]-
at,c,
§I
+ +
5 •12 GA. HANGER l"llRE TIED TO LIGHTING
FIXTURE Y'IIRE 5\JPPORT HOLES. FASTEN TO
BLDG STRUCTURE Y'IITH 1/4" x 2 1/2" LONG
5C,REl"I EYE OR EQUAL. PROVIDE MINIMUM (4)
Y'IIRES PER FIXTURE.

LIGHTING FlmRE
NOTE:

1. Y'IHERE FIXTURES ARE INSTALLED IN HEAVY-DUTY TYPE
LAY-IN CEILINGS AND THE TOTAL Y'IEIGHT Of THE
FIXTURE 15 LESS THAN 56 LEIS. REDUCE THE QUANTITY
OF HANGER Y'IIRES TO (2) SLAC,K l"llRE5 AT DIA60NAL
CORNERS.

2. REFERENCE ARCHITECTURAL PLANS A552 FOR
ADDITIONAL CEILING ANCHORAGE REQUIREMENTS.

LIGHT FIXTURE Y'IIRE
5\JPPORT HOLE
(TYPIC,ALJ

EXPOSED T-BAR

CEILING SYSTEM
(SIMILAR FOR "HARD"

TYPE C,EILINGJ

CEILING SYSTEM
'l-1AIN" RUNNER
PROVIDE (4) C.EILING TO

FIXTURE HOLD DOY'IN
C,LIPS PER FIXTURE.

CEILING SYSTEM
"MAIN" RUNNER

LED FIXTURE SEISMIC RESTRAINT DETAIL
NO SCALE u

SYMBOL LENGEND
f{§] Y'IALL MOUNTED MANUAL ON AND OFF 5Y'IITGH •4B" U.O.N. f{§] DT Y'IALL MOUNTED DUAL TECH OC,C,UPANC,Y SENSOR l"llTH MANUAL ON AND OFF 4B" U.O.N. + CEILING MOUNTED OCCUPANCY 5E:N50R /DUAL TECHNOLOGY Y'IITH EXTENDED RANGE:) [fil Y'IALL MOUNTED OCCUPANCY SENSOR /DUAL TEGHJ •B4" U.O.N.

E] SINGLE CIRCUIT ROOM CONTROLLER FOR ROOMS Y'IITH ONE DIMMING ZONE. 0 SINGLE CIRCUIT ROOM CONTROLLER FOR ROOMS Y'IITH TYIIO DIMMING ZONES. §j SINGLE C,IRCUIT ROOM CONTROLLER FOR ROOMS Y'IITH THREE DIMMING ZONES. §j DAYLIGHT 5EN50R
f{§J K MANUAL ON AND OFF KEY 5Y'IITCH
f{§] a MAIN ENTRY MANUAL ON AND OFF Y'IITH DIMMER FOR ZONE: 'a' f{§Jeb MAIN ENTRY MANUAL ON AND OFF Y'IITH DIMMER FOR ZONE 'a'f"b" f{§] ax MAIN ENTRY MANUAL ON AND OFF Y'IITH DIMMER FOR ZONE 'a'4'b'4'c.' f-@axd MAIN ENTRY MANUAL ON AND OFF Y'IITH DIMMER FOR ZONE: 'a'4'b'4'c.'4'd'

GENERAL NOTES

1. 2.
:3 .

4. REFERENC.E 5PEC.IFIC.ATION 5EC.TION 260q2:3 DIGITAL LIGHTING CONTROL SYSTEM FOR ADDITIONAL SGOFE: OF Y'IORK.

ITEMS §',11 1""01 l""•I TO BE Y'IALL MOUNTED ABOVE THE ROOM ENTRY DOOR. ABOVE THE CEILING IN ALL ROOMS l"llTH T-BAR CEILINGS.

ITEMS 1""111""011""•1 TO BE LOCATED Y'IITHIN A .24" X .24" RECESSED ENCLOSURE Y'IITH

HINGED LOC,KING COYER LOCATED ABOVE THE ROOM ENTRY DOOR IN ALL ROOMS Y'IITH INAGGE55IBLE CEILINGS.

5. ALL 0-10V VIURING AND CAT 5E: Y'IIRING MAY BE: INSTALLED AS OPEN Y'IIRE Y'IHE:RE ABOVE ACCESSIBLE CEILINGS. Y'IHE:RE ABOVE INAGCE55IBLE OR EXPOSED CEILINGS IT SHALL BE INSTALLED IN CONDUIT.
+
Y'IHERE CEILING HEIGHT EXCEED 11'-0" OR ROOM HAS EXPOSED CEILING PROVIDE [fil TYPE SENSOR MOUNTED ON Y'IALL IN PLAGE OF CEILING SENSOR.
6 1
E2.:l

AGENCY APPROVAL
MJK

ARCHITECTURE
MICHAEL J. KANTARCHITECT

A PROFESSIONAL CORPORATION
X:'-'""_Q_-~~ P.O. BOX 1120
~-t:AELJ ~"1 VISTA, CA
*1 WI~ l*I 92085-1120 C1? I I
u>).._ ~~e6i1iw4 # (760) 941-4647 ::!I'~ o<f. . .
!c p, c~'' www.m11<arch1tecture.com
CONSULTANT:

PROJECT NAME:

TECHNICAL
CAREER

INSTITUTE -
TENANT
IMPROVEMENT!
PROJECT ADDRESS:
2075 LAS PALMAS
DRIVE

CARLSBAD, CA,
92011
~~~~AL ROOM LIGHTING CONTROL DIAGRAMS u @
I
3 4 5
REVISIONS:

MARK I DATE I DESCRIPTION
6 t:,,,.
t:,,,.
t:,,,.
t:,,,.
6,.

DATE: MARCH 21, 2022 REV NO: CON. DOC.

PROJECT NO: 2021-07.02
CAD DWG FILE:

DRAWN BY:

CHK'D BY:

Author
Checker
fl~fESS/o • • • COPYRIGHT:
.fl ~ ~~~· LILTING ENGINEERS, INC. SHEET TITLE:
g[ No. E 147B1 l!l 1
~ Exp. 6-30-2023 :
'2212)42
1 ~£CTR\C~
~OF'Cl,.I
'
9/1/2<!>22
Power I Lighting I Multimedia
Communications I Data Networking
12875 Brookprinter Place, Suite 300
Poway, CA 92064
P 858.679.4030 I F 858.513.0559
www.jce-inc.com
6 LIGHTING

DETAILS
SHEET NO:

E2.3
May 9, 2023
Item #6 Page 44 of 50
1 A
B
C
D
E
1 2
2 Corridor
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J:912
l .. . . ' ' " " '. -__,,.------ -,• .. • ·, :·' •': -:· :.":•.·.:•:., .. \·,.::..------ Weldin
53 "• :, -. .. = .... ·-,_:_. '. :: , -·--·
~ ..: ,• . '. . ' ,-, ... ,'.
_•, , ·~ ~ • -~. ., • -"I
Additional Lab
102
Computer Lab
~
Machinist Room 1
104
Elrctronics Room
107
·, • ~ !' : -l • • ., )-''
-\ ..... , .. ,-~-·
., • \-•• ,-_ ' -, • ~ ,-, ', i
Christine's Office
29 [ ~'Fl'f 11 ( n lGuest Office
,~f!:lilJJf,i -II M I 30
~~ . . Mac;hinist Sig.'
~
~
-rtl M h1mstff9J 44 I ,
I '"ti ~~ I _ .. ,,1 .. ~~.i .. ., / I a:, l) Machinist Room 2 2 Corridor _ _ j 1 ,. 1 106 1 , 11 GuRsl Lab
CJ
4' (2) 3"C.

Lowvontage -,~ 5,
t
(EX)
1iectrical
[ '---4!t -r-- - -
Storage
Large Electronics
Lab
Pj°'NS-'l"l1' 100
'i: I 12~ s"c
PLa 'V'l:2'
,-------'
C4KStorage
---1---zis--1 l
I
I
101
C
Calandra's Office
r-------..
' '
45 , k ',I
-~' ... --,,
Storage
47 ' ' ' , .. __________ ,.

Corridor
K
Kitchen & Staff
Lounge
42 ,--------, ' . ' . : .
,--------, ' . ' . : .
' ' '
, ..:
'. ·~-'. ' .... , , .. -. ·u·· .-' '. u· -, t-. . ; . , ' -. ,--. ... -• . ' ~ - , -. ' - ' . , -. - , . , . ,., •• •1 ! : , •• ,,•• <, ••, , :• •• , ••' i :,:. ,, I• '•, ,, :,• •,,' ;,: '.· , .-• -• • , ',,-, -· , •;, , , -• 1 -,.-, • -i: •; _, ,.' • .,,. ' - • -: • • - -... • - • - -• ,• ' -·-• -': ' , ' -.1 •·, • • , ·• ,, ~ ' ' • , •. • • • ' ,, • • ~r • ' ' ,· ., • • •, , • ' -,-• I - • - I -' , ' ' I : ' • .. ·-• - • ' -} • - ' -; l -••• I - • • ) I '•••••••'•'.,.,,••••''•,.I'•"• ,t.,'l',.I
,, :_ .'";;_-~:---~---~: ,. • ., -1 • r ·•, , • , •• _. • .• • •.• " f-.,--::-~::-: ,. ~ ,/,-.-:7-,-,--~• , .... _ .. ;,:-·~ '•t .... • , ... •.· •• -·-·· • ,: ···••' -· :;, _, ~ ~ : ~--I! ,-, , • .. • ,-.,,. ~ ,-·•
• -, -_.-_ .. -•.•• : ~ -< .'·',:. !•;-':·•-~··-~~--; :'.··· .. ·:;,.-;:. , - - r ·1r---------, ·:· . , ..... ,,-,•-' ,·', _';, .. ~ :: ...... ·: .:: r •• •✓••• ~.,, ·: ••'• ~ -.'. -, 2< :::1· I IDI -...... ,. ,,'. .: ... ·.·:· . .-: ......... , .. , · .. ·,_·,· ...... ,.: ·_•"·,_, 1 • ' ,-•' ., ' - , ·-,. • - -••
,-I .. . .. • -• .. -•••• -,, • • -· ,,. -.-, ·-. -·: •• • ·-• ,. • • . , .•••• . ,, ... I • • - - , .. .. •. -~ ,. • . • • -•. - L.' • • ,_ • - ' -.. • ' .,. • • • ' " ' -', • • • .. -',. • ' ' o;--·-::'J.·,-~·.11 ,.•·1•• >-1-•,',-· .. -··-,,., •:~·--. ..,. ... ,#· ,-, •• :•·,_.-'• ,._,. ~---,~-.L-• < '• ., i\~'. • • ., • ! ,-, • > .-~ '• ,' •• • ; l ' -,. • -. • : ' < _-,' ., i , . • .• ,~ • • ' ' ' .-'' .-. ' . ' --· .-' '.. . ' . . --.. ' ' .. _.' . ,, . . ,. ' ., '•/' ' " ~ " -• -' ' • ;: -., ,. I • • • • ,, :• • ' • • '~ ~ • • -• • -• .! :.~. -:",'_, ....... ·.-.; (EXJ" .. Al!J."· •-,.~.·-•• -:,,,, ' ·--A·', •; .-,_ .-'• ,.,• • .. .::,::. ·,• '; , , , •, . :, I• '," \·' -,-,r-< I~, ... ~•;,cC::,__.,_,_c'._:•c•:'.'~:,-c..~a•C'_':C"C':•_:·,:_,,_.,_.,c_-'-f'----" ' . ',-.. ~-::.:~ ,.! _,. ~.· ·,. -·~-_.-.. , . .-, , ; : • ~:r.cr.1ao~r- . . , - -. , . .. -,, ~\. .-,-, -•, ,• . ,-, .... , ... 'M5B' ., . , ' 2 3
eJ
File Room
40 105
Guest Office
39 tudant Canter
41 :tudy Room #:
38 4
.udyRoom#1
37 H
-31
Kris's Office
32 Mike's Office
33 IDF Room
35 Student Lounge
36 Security Room
34 5
A
B
H
I
6 <5>ENERAL NOTES,

1. Rl:Fl:Rl:NCI: ARCHIT!:C,TIJRAL INTI:RIOR 1:Ll:VATION5 FOR EXACT LOCATION OF ALL V'lALL MOUNTE'D
POV<IER DEVICES l"IHERE INDICA TE'D AT MOUNTING
HEIGHTS OTHER THAN + 18".

2. NUMBERS ADJACENT TO EACH POV'll:R DEVICE
INDICATES THE CIRCUIT NUMBER TO l"lHICH THE
DEVICE 15 TO BE CONNECTE'D.

9. CIRCUIT HOMERlJN5 ARE INDICATE'D TO 5HOV'l THE

LOCATION AND NUMBER OF CIRCUITS TO BE
GROJPED TOGETHER.

4. PROVIDE MINIMUM 5/4" CONDUIT AND •12 CIRCUIT

CONDUCTORS AS REQUIRED TO CONNECT EACH
POV<IER DEVICI: TO THl:IR INDICATE'D CIRCUIT (U.O.N.).

5. FIELD VERIFY EXACT ROJTIN<5> LOCATION FOR
CONCl:ALED CONDUITS AND RECEPTACLES PRIOR
TO ROUGH-IN.

6. Rl:Fl:R TO 5Hl:1:T l:~.1 ONE LINE DIAGRAM FOR
ADDmONAL CONDUIT AND CONDUCTOR Rl:QUIREMl:NT5.

KEYNOTES,
CD Fll:LD VERIFY !:><ACT LOCATION PRIOR TO ROJGH-IN.
0 2 •12 (HOT), 1 •10 (NEUTRAL), 1 •12 (<5,ND), 5/4"C.
® 5 •12 (HOT). 1 #10 (Nl:UTRALJ. 1 •12 (GNDJ. 5/4"C.
0 4 •12 (HOT), 2 •10 (NEIJTRALJ. 1 •12 (GND). 9/4"C.

AGENCY APPROVAL
MJK

ARCHITECTURE
MICHAEL J. KANTARCHITECT

A PROFESSIONAL CORPORATION
X:'-'"".Q.-~~ P.O. BOX 1120
~-t:AELJ ~"1 VISTA, CA
*1 WI~ l*I 92085-1120 C17 I 1
u>).._ ~~e6i1iw4 # (760) 941-4647 ::!J<~ o<f-• •
!c p, c~'' www.m;1<arch1tecture.com
CONSULTANT:

PROJECT NAME:

TECHNICAL
CAREER

INSTITUTE -
TENANT
IMPROVEMENT!
PROJECT ADDRESS:
2075 LAS PALMAS
DRIVE

CARLSBAD, CA,
92011
REVISIONS:

MARK I DATE I DESCRIPTION
6 t:,,,.
t:,,,'
t:,,,'
t:,,,'
!:,,, '
DATE, MARCH 21 2022 •
PROJECT NO:

CAD DWG FILE,
DRAWN BY:

CHK'D BY:

REV NO: CON. DOC.
2021-07.02
Author
Checker
fl~fESS/o • • • COPYRIGHT:
.fl ~ ~~~· ULTING ENGINEERS, INC. SHEET TITLE:
g[ No. E 147B1 l!l 1
~ Exp. 6-30-2023 :
'2212)42
I ~£C1R\C~
~OF'CA.1
'
9/1/2<!>22
Power I Lighting I Multimedia
Communications I Data Networking
12875 Brookprinter Place, Suite 300
Poway, CA 92064
P 858.679.4030 I F 858.513.0559
www.jce-inc.com
6 NEW WORK

FLOOR PLAN -
POWER
SHEET NO:

E3.1
May 9, 2023
Item #6 Page 45 of 50
1 2
A
B
C
D
E
1 2
3 4
120V, 20A ~CEPTAC.LE
@ +1'-6"
,----------[ill --n
I II ~I • •
I 11 11 I I • • I
: I 1.5 !<.VA 20e-2so VOLT 1PH
I / ~~~ BUC.I<. BOOST TRANSFORMER
120V, 20A RECEPTACLE
@ +1'-6"
S/ 4" PL YV'IOOD I
Fl~RATED I
I
I
I
I
I
I
I
I L _______ _
~
,,----t---bO AMP / 2-POLE FUSED
I
I
I
I
I
DISCONNECT ~ITCH
--------_J "1ELDING ~C.EPTACLE

1.1 1.1
120V, 20A RBCEPTACLE

FINISHED FLOOR

WELDING BOOTH DEVICE AND EQUIPMENT INSTALLATION DETAIL
NO SCALE "
3 4
r 1 .....,
'<S.2 ./

STANDARD GLIAD
GANG
LEFT
SIDE
I
5 \
••
••
••
••
/
/
-
r--STANDARD SINGLE

GANG OPENING
RIGHT
SIDE

STANDARD

DUAL GANG

OPENING
INTERIOR VIEl"I FROM ABOVE
EDGING ------.,_

TOP OF FLOOR BOX COVER
MUST BE FLUSH i"IITH SUBFLOOR
12-1/2"
LEFT
9"
6 NOTES,

1. PROVIDE FSR INC.. MODEL FL-SOOP
FLOOR BOX 4" DEEP. SEE FLOOR PLAN
FOR FLOOR BOX PLACEMENT.

2. FIELD VERIFY EDGING THICl<NESS PRIOR
TO INSTALLATION.
10-1/2"
I I ...--;-ACCESS COVER
DOOR

FLOOR BOX

COVER PLATE
r,t-----l_lCABLE EXIT

OPENING

AGENCY APPROVAL
MJK

ARCHITECTURE
MICHAEL J. KANTARCHITECT

A PROFESSIONAL CORPORATION
X:'-'""_Q_-~~ P.O. BOX 1120
~-t:AELJ ~--'1 VISTA, CA
*1 WI~ l*I 92085-1120 C17 I 1
·"'"" ~~p 6i1iw4 # (760) 941-4647 ::!I'~ o<f. . .
!c p, c~'' www.m11<arch1tecture.com
CONSULTANT:

SIDE I I• I ~· ,-112·1' --+-RIGHT
SIDE
4-1/B"
0 SIDE VIEW

TYPICAL FLOOR BOX

NO SCALE
I
5 PLAN VIEW
"
1-1/4"C.. SEE

FLOOR PLAN

FOR EXACT
GLIANTITY.
@
PROJECT NAME:

TECHNICAL
CAREER

INSTITUTE -
TENANT
IMPROVEMENT!
PROJECT ADDRESS:
2075 LAS PALMAS
DRIVE

CARLSBAD, CA,
92011
REVISIONS:

MARK I DATE I DESCRIPTION
6 t:,,,.
t:,,,.
t:,,,.
t:,,,.
6,'
DATE: MARCH 21, 2022 REV NO: CON. DOC.

PROJECT NO: 2021-07.02
CAD DWG FILE:

DRAWN BY:

CHK'D BY:

Author
Checker
fl~fESS/o • • • COPYRIGHT:
'fl ~ ~~~· ULTING ENGINEERS, INC. SHEET TITLE:
g[ No. E 147B1 l!l 1
~ Exp. 6-30-2023 :
'2212)42
1 ~£CTR\C~
~OF"Cl,.I
•
9/1/212)22
Power I Lighting I Multimedia
Communications I Data Networking
12875 Brookprinter Place, Suite 300
Poway, CA 92064
P 858.679.4030 I F 858.513.0559
www.jce-inc.com
6 POWER

DETAILS
SHEET NO:

E3.2
May 9, 2023
Item #6 Page 46 of 50
1 2 3 4 5

BACKBOX AND RING LEGEND TECHNOLOGY SYMBOL LEGEND

BACKBOX TYPE DESCRIPTION SYMBOL DESCRIPTION FACE PLATE CONDUIT/ & RING RACEWAY
'B1' 4 11/16" square 2 1/B" deep box with single gang ring, 4 11/16" square 2 1/B" deep box with dual gang ring.

Single port data outlet, +1B" A.F.F. Type 'Bl' Type 'Af1.' Type '1-5' 'B2'
~
(U.O.N.)
'89' 4" square 1 1/2" deep box with single gang ring.

A
Single gang box, 2 1/B" deep. Single port data outlet for classroom Type 'Bl' Type 'Af1.' Type '1-5' 'B4' ~~ style wall phone, +42>" A.F.F. (U.O.N.)
'85' 4-11/16" Square 5" deep box with dual gang ring.

Dual port data outlet, +1B" A.F.F. (U.O.N.) Type 'Bl' Type 'Af1.' Type '1-5' '86' SUf1.FACE MOI/NT QUICK POf1.T BOX
~2P
Triple port data outlet, +1B" A,F,F. Type 'Bl' Type 'Af1.' Type '1-5' ~3P (U.O.N.)
'C,1' Provided by 2110 oo contractor.
'CS' Provided l:>y 21 20 oo wntrac;tor. Quad port data outlet, +1B" A.F.F. Type 'Bl' Type 'Af1.' Type '1-5' ~4P (U.O.N.)
'C4' Provided l:>y 21 51 16 contractor.

Provided l:>y 28 lS oo contractor. stand Alone 'Local Origination' Input Type 'B5' Type 'CS' Type '1 114-5' 'GS' 'P
~II Plate Location @ +18" AFF (U.O.N.)
'C-6' Provided l:>y 28 25 oo wntrac;tor.

Local origination with dual port data Type 'Bl' (ON) Type 'Af1.' (ON) Type '1-5' (ON) 'P~
(0) and Type 'B5' (LO) Type 'CS' (LO) Type '11/ 4-5' (LO) single port voice (V) outlet, +18" A.F@ side
~ FACEPLATE LEGEND
/U.O.N.I t,,i side.
5ame device as required on legend, same as required same as required same as required ~
mounted +6" above l:>acksplash (U.O.N.) for device for device for device TYPE DESCRIPTION Indicated on Indicated on Indicated on leaend. leaend. leaend.

A& required to accommodate the numl:>er of ports designated. Dual port data outlet, mounted in Type 'Bl' Type 'Af1.' Type '1-5' 'Af1.' Q2P ceiling at projector location. Provide Box with Not required in Blank faceplate. Ceiling 5rid ac;cessible 'BP' LCD
Hanaar. celllna.

B
Ceiling Mounted Projector Location. Type 'Bl' Type'CS'@ Type '1-5' ILCDI Provide Box with Not required in
Ceiling 5rid ac;cessible
'G,1' Provided l:>y 2110 oo contractor. Hanaar. celllna.

Provided l:>y 21 20 oo wntrac;tor.

Ceiling Mounted Audio-Visual Type 'CS' Type 'CS' Type '5/ 4-5' 'C.9'
@AV
System Speaker. Not required in
ac;cessible
'C4' Provided l:>y 21 51 16 contractor. cellina.

Single port data outlet at wireless see
~
Type 'Cl' Not required in
'CS' Provided l:>y 28 lS 00 contractor.
@0 ac.c.es-5 point location mounted in detail ac;cessible accessible ceiling !U.O.N.! ceiling.

Provided l:>y xx xx xx contractor. 'C1'
0 Audio-Visual control Panel with single See Detail@ Type 'CS' Type '1-5' port data outlet @+48" AFF (U.O.N.!. No ~llplate
~
f1.efer to Drawing Details. 0 for Data
0 CONDUIT/ RACEWAY LEGEND

TYPE DESCRIPTION COMMUNICATION/ SECURITY SYMBOL LEGEND
5/4" conduit stubbed from l:>ox Into ac;cesslble ceiling space, unless detailed othenwlse on drawings. 'S/4-5' BACKBOX CONDUIT/ 1" conduit stubbed from box into accessible ceiling space, unless detailed othenwise on drawings. SYMBOL DESCRIPTION & RING FACE PLATE RACEWAY '1-5' 1 1/4" wnduit stubbed from box into accessible ceiling spac;e, unless detailed otherwise on drawings. Direct Phone Trunk outlet, +18" A.F.F. Type 'BS' Type 'Cl' Type '5/ 4-5' '11/4-5' TFM (U.O.N.)
Clock wall mounted at, +B'-<7 A.F.F Not required. Not required. Not required. ~~ (U.O.NJ.
(~ indicates wireguard)
security keypad wall mounted at +48" Type 'B2' Type 'C5' Type '5/ 4-5' C ~
A.F.F
(U.O.N.) Height per detail 1/El.O
sec;urity motion sensor ceiling mounted. Type 'BS' Type 'CS' Type '5/4-5' Ill
Not Required in
Accessible
Uilina.
security motion sensor wall mounted at Type 'BS' Type 'C5' Type '5/ 4-5' ~
6" l:>elow ceiling, or +10'-0" A.F.F.
/U.O.NJ whichever is lower.
conduit sleeve through wall, al:>ove Not @ Not required. (1) S"C. for E J access il:>le required. ~-open
ceiling. low voltage
wirina.
conduit sleeve through wall, above Not @ Not required. (1) Conduit for 2"C, accessible ceiling. required ~-open low voltage E . J wirinia, size as
indicated.
conduit sleeve through wall, al:>ove Not @ Not required. Multiple conduits E (2) 2"C.J accessible ceiling. required. ~-for open low voltage wiring,
size and quantity
as Ind lcated.
1 conduit stul:>l:>ed al:>ove accessil:>le Not required. Not required. 1" conduit for ceiling. open low voltage
wiring.
,,79
conduit stul:>l:>ed above accessible Not required. Not required. (1) wnduit for ceiling. open
low voltage wiring.
size as indicated.

D (2)~
conduit stul:>l:>ed al:>ove accessil:>le Not required. Not required. conduit for open ceiling. low voltage wiring.
size and quantity
as indicated.

E
1 2 3 4 5
6 5ENERAL NOTES:

1. ALL CONDUITS ~Hlc.H ARE f1.EG!.Jlf1.ED AS A PAf1.T OF SYSTEMS SPECIFIED F0f1. COMMUNICATIONS, TELEPHONE,
INTEf1.COM, CLOCI< FIRE ALAf1.M, 5ECUf1.ITY, 50IJND
5YSTEM5, DATA N~KIN5, Of1. AUDIO-VISUAL 5YSTEM5
5HALL BE FUf1.Nl5HED AND INSTALLED BY THE ELECTf1.ICAL
CONTf1.ACTOf1..

1.1 THE ELECTf1.ICAL CONTf1.ACTOf1. 5HALL COOf1.DINATE ALL CONDUIT f1.EQUlf1.EMENT5 ~ITH EAc.H SYSTEM
SUPPLIER Pf1.I0f1. TO BID TO DETERMINE SPECIAL
CONDUIT SYSTEM f1.EQUIf1.EMENT5.

1.2 THE ELECTf1.ICAL CONTf1.ACTOf1. SHALL Pf1.0VIDE
CONDUIT 5LEEVE5 F0f1. ALL OPEN CABLE
INSTALLATIONS THf1.0U5H RATED ~LL5, BLOCK ~LL5
AND ffiERE SHO~ ON THE ~IN55. Pf1.0VIDE
CONDUIT Ff1.0M EAc.H BUILDING> MAIN TERMINATION
CABINET Of1. BACKBOAf1.D TO THE NEAREST ACCESSIBLE
CEILING> FOf1. ACCESS INTO ALL ELECTf1.ICAL Of1.

COMMUNICATIONS f1.00M5,

1.5 ALL CONDUIT, BOXES, AND f1.IN55 SHALL BE
FURNISHED AND INSTALLED BY ELEC Tf1.ICAL
CONTf<AC TOf1..

1.4 ALL BLANK PLA TE5 SHALL BE FUf1.Nl5HED AND
INSTALLED BY ELECTRICAL CONTf1.ACTOf1.. (UNLESS
OTHEF<l'il5E NOTED)

1.5 ALL CONDUITS 5HALL BE FURNISHED ~rTH PULL
5Tf1.IN55 BY ELECTf1.ICAL CONTf1.ACTOf1.,
COMMUNICATION CONTf1.ACTOf1. TO Pf1.0VIDE
POLYAf1.IMIO PULL TAPE l"IITH NE~ CABLING> INTO ALL
CONDUITS BEmEEN BUILDIN55. SEE
SPECIFICATIONS FOf1. REQIJlf1.EMENTS.

1.6 CONTf1.ACTOf1. TO f1.EVIEJl'I Af1.CHITECTUf1.AL CEILING>

PLANS TO DETERMINE LOCATIONS OF ACCESSIBLE
CEILIN55 Pf1.I0f1. TO BID.

1.1 (211000) NUMBEf1.5 INDICATE MATCHING>
SPECIFICATION SECTION RESPONSIBLE FOf1. THIS
~K.

2. IN ADDITTON TO THE ABOVE f1.EQUlf1.EMENT5, THE
FOLLOY'llN5 f1.EQ1Jlf1.EMENT5 SHALL APPLY TO ALL
DATA.VOICE, PA5IN5, AUDIO-VISUAL, SECURITY AND CLOCK
CONDUITS:

2.1 FLEXIBLE METAL CONDUIT MAY BE USEiDNLY~HERE
f1.EQ1Jlf1.ED AT BUILDING> SEISMIC AND/Of< EXPANSION
JOINTS.

2.2ALL UNDEf1.5f1.0UND CONDUITS SHALL BE Pf1.0VIDED
~ITH MINIMUM 24" RADIUS ELBOl"6.

2.SNO LEN5TH OF CONDUIT SHALL BE INSTALLED TO
EXCEED 150 FEET BET~ PULL BOXES, Of1. POINTS OF
CONNECTION, UNLESS ffiERE SPECIFICALLY DETAILED
ON THE Df1.AY'llN55.

2.4NO LEN5TH OF CONDUIT SHALL BE INSTALLED TO
EXCEED mo qo DE5f1.EE BENDS BETY'IEEN PULL BOXES,
Of1. POINTS OF CONNECTION, UNLESS ffiERE
SPECIFICALLY DETAILED ON THE ~IN55.

KEYNOTES:
0 JUNCTION BOXES FOf1. VOICE/DATA AND AUDIO-VISUAL
CONNECTIONS MUST BE 5EPAf1.A TE. AUDIO-VISUAL
JUNCTION BOX Of1. BOXES SHALL BE FURNISHED AS SHO~N
IN THE D~IN5 DETAILS. Pf1.0VIDE (1) Of1. (2) TYPE 'B2' FEf1.

DETAILS.
0 DATA CABLING> AND FACEPLATE FOf1. SYMBOL FURNISHED
AND INSTALLED BY 211000 CONTf1.ACTOf1..
® FLAT PANEL DETAIL f1.EFEf1.ENCED FOf1. J-BOX
HEI5HT5 AND LOCATIONS ONLY. DO NOT Pf1.0VIDE
FLAT PANEL MOUNT.
0 IP ADDf1.E55ABLE 5PEAKEf1. BACKBOX AND DEVICE TO BE
FURNISHED AND INSTALLED BY 211000 CONTf1.ACTOf1..
® IP ADDf1.E55ABLE 5PEAKEf1. Of1. HOf1.N BACKBOX AND DEVICE TO BE FURNISHED BY 211000 CONTf1.ACTOf1.. BACKBOX TO
BE INSTALLED BY THE DIVISION 26 CONTf1.ACTOf1..
---JDHNBDN ~ 'l~fE:SS/o~ ••••• ••••• -•• CONSUL TING ENGINEERS, INC. ~,@'GOES~~\
jiff' ~ lie Power I Lighting I Multimedia
No. E 147B1 Ya Communications I Data Networking
*
Exp. 6-30-2023
* ~ <Z£Cral~"° 12875 Brookprinter Place, Suite 300
,f~OF'CI/. Poway, CA 92064
P 858.679.4030 I F 858.513.0559
'22,:!142 8/2/2<2>22 www.jce-inc.com
6 ENCY APPROVAL
-
M JK
ARC•
MICH
APR
'?f_l) _f.
" -.
o" ' ~MICHAEL,
*~
,s, No.~
~ EXP. 0

TECTURE
L J. KANTARCHITECT

ESSIONAL CORPORATION
,P.O. BOX 1120
,ANl--'1 VISTA, CA
f/JI l*I 92085-1120
I I
Mv<160) 941-4641 ~.,. -
OF C~-:f'!f/' www.rnjkarchitecture.com
CONSULT 'ANT:

PROJEI NAME:

TE~
CA
INS
TEI
IMF
HNICAL
REER

TITUTE -
ANT
ROVEMENT!

PROJEC'
2075
DRl\j
CAR
9201
ADDRESS:

LAS PALMAS
E

LSBAD, CA,
1 REVISIONS S:

MARK DATE DE ESCRIPTION
6 6
6 6
6 6
DATE: MARCH , 21, 2022 REV NO: CON. DOC.

PROJECT NO: 2021-07.02
CAD DWG FILE:

MUNI CATION
ND AND
ES
E4.0
May 9, 2023
Item #6 Page 47 of 50
A
B
C
D
E
1 1 2
2 3 4
T
. . .. - , ., . -, . ~
. . -. ~ " , - .. . . -·. -'
Ir. 4 71
' I I ,' ., , • I I • •·•, •• , : 1•.: ~ "1. -•' ._, . ,,·: •.',. , J ,, ,. ·,·, •••• -, ,:.'•:, ·:•--.· ; '_:
·-. ,___:.__~· ~ ... ·:..::..·. s·- ....,__,__ ,, " . - 5 ·, ', ,t • , ,· ' • ~--• • , • , -• ,.. •• : , " • .. ·.-,· , ;·,• ~, · ., •·, ·•,.,: .. ,. . •' ,•,. • 'I•·' t ·, ., t-~•I '... .• .. ~ ,-• ., : . -·'' . :. .. . •.
•' ,., .. -: •; •;''• ,• ·· ... -,, ,._,
.a-
.. -'· . , .. ,. -.
,. -, . .,
I•:,.•
3 4
6 7
©
,~'
_, : , .,. ' . ~ ..
'('.:·:·;~
1 l -•
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2. RE:FE:RE:NC.E: E:4 AND E:B 5E:Rll:5 5HE:E:T5 FOR
TYPICAL CONDUIT AND BACl<BOX INSTALLATION
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9. RE:FE:RE:NCE: E:4 51::RIE:5 5HE:E:T5 FOR TYPICAL
COMMUNICATION 5Y5TE:M5 RI5E:R DIAGRAM.

4. RE:FE:RE:NC.E: RI5E:R DIAGRAMS FOR TYPIC.AL
CONDUIT 512!:5 AND ROUTINGS.

KEY NOTES,
(D 9/4"C, TO BUILDING COMMUNICATIONS CABINE:T.
@ 1"C.. TO BUILDING COMMUNIC.ATION5 C.ABINE:T.
@ 1 1/4"C. TO BUILDING COMMUNICATIONS CABINET.

G) 9/4"C. TO BUILDING 'IDF' LOCATION.
® 1"C. TO BUILDING 'IDF' LOCATION.
@ 1 1/4"C.. TO BUILDING 'IDF' LOC.ATION.

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a"""-"--Rc~,~ P.O. BOX 1120
l~ 1,,1,!PI• 92085-1120
.. ~ .. ~~op 6i7i~4 #" (760) 941-4647 ~~ 01-'. ..
!: op C.1~~/i-www.m1karch1tecture.com
CONSULTANT:

PROJECT NAME:

TECHNICAL
CAREER

INSTITUTE -
TENANT
IMPROVEMENT!
PROJECT ADDRESS:
2075 LAS PALMAS
DRIVE

CARLSBAD, CA,
92011
REVISIONS:

MARK I DATE I DESCRIPTION
t:,,_
t:,,_
t:,,_
t:,,_
t:,,_
t:,,_
DATE: MARCH 21, 2022 REV NO, CON. DOC .

PROJECT NO, 2021-07.02
CAD DWG FILE:

DRAWN BY, Author
CHK'D BY: Checker
COPYRIGHT,©
r----:~~§~;::~---:::.::;--=-;;:;;:;;~;;;;;~~ C 2022 MJK ARCHITECTURE • •• JDHN ~FESS/o ••••• BDN V GOES :•:;• CONSULTING ENGINEERS, INC. SHEET TITLE:

R. "'~"'"' i;;;;~ -------NEW WORK I ~ No. E 14781 ~ \ Power I Ligh1ing I Mul1imedia * Exp. s-30-2023 * Communications I Data Networking FLOOR PLAN ~II'~ %:ra1c~" 12875 Brookprinter Place, Suite 300 COM MLJ NI CATIONS ~'tQ:-c/1 Poway, CA 92064 SHEET NO:
p 858.679.4030 IF 858~13.0559 E4 1
www.Jce-1nc.com ■ "22,Z,42 ~/2€>22
6 May 9, 2023
Item #6 Page 48 of 50
A
B
C
D
E
1 iwoM, CEX> IDE ______ 7 'IDF-3& ____ - ----
,----..... ...aa ......
1234!5671i1911DII!
11110001i100111111111119 I
t ···-· FIBER PATCH GORD (TYF.)
-~fl
~
==
r:tl CATEGORY-& PATCH
GABLE (TYP.)
L ____ _
0ifl
•
----------------~
--

UTP GABLES TO OUTLETS

AS REQUIRED SEE TYPICAL
OUTLET CONNECTIONS.

Om
0 2
GENERAL NOTES:

1. UNLESS OTHERV'IISE NOTED ALL ITEMS ARE TO BE
FURNISHED AND INSTALLED BY 211000 CONTRACTOR.
2· ALL CONDUITS, POV'IER OUTLETS AND GROUNDING

CONNECTIONS, BACKBOARDS TO BE PROVIDED BY
ELECTRICAL CONTRACTOR.
:l.

4. REFERENCE SPECIFICATIONS FOR ADDITIONAL

REQUIREMENTS, AND FLOOR PLANS FOR ADDITIONAL
OOUIPMENT ITEMS REQUIRED, AND THE:IR LOCATIONS.

V'IHERE OPEN CONDUCTORS ARE INSTALLE:D ABOVE

ACCESSIBLE CEILINGS, ALL CONDUCTORS SHALL BE

NEATLY BUNDLED TOGETHER AND SUPPORTED FROM
ROOF STRUCTURE. V'IHERE BUNDLED V'IITH OTHER

COMMUNICATION SYSTEMS, IDENTIFYING TAGS SHALL BE
PROVIDED TO IDENTIFY THESE C.ONDUC.TORS FROM
S. OTHER SYSTEMS.

CONTRACTOR TO COORDINATE GIIJANTITY, SIZE: AND
LOCATION OF CONDUIT SLEEVES THRU RATED V'IALLS Y'llTH
ELECTRIC.AL CONTRACTOR PRIOR TO BID. ELECTRIC.AL

CONTRACTOR SHALL PROVIDE CONDUIT SLEEVES AND
FIRE PENETRATION SEAL AFTER GABLES ARE INSTALLED.

KEY NOTES:
0 DISTRICT FURNISHED AND INSTALLED.
212000 CONTRACTOR TO

FIRE STOP SLEEVES AFTER
GABLE HAS BEEN INSTALLED.

LOV'I VOLTAGE
GABLES

CONDUIT CONNECTOR

V'IITH BUSHINGS

ELECTRICAL CONDUIT
3 .,..-.i:;,::, "· .. r.1
>:> ''/\i
i/}}•}:
1 ~:t, ··(:~n-1
tr{;/:/
:-):_: :s:':
.,_-:\t'./:A
;'.;~J:;:I\'i
·-:::?/ ;~::_,\
1;·.t:;;_: ;;-j:,;
•: ,,,.
\:? _}:·/ [;-'., ..... _.._.:_,_:1
.-··~{'":,·.j
~i~t;
!·::·,:_\{?:
,·,·~ '.-. 'J . i ~· .•
},;\f
·;:::~{:

NOTE:
4 GYPBOARD 1 HOUR OR 2 HOUR

FIRE RATED PARTITION
ELECTRIC.AL CONTRACTOR TO

FIRESTOP PENETRATION AFTER
INSTALLATION OF SLEEVE.
"FLAMESAFE" FS"OO SERIES
FIRESTOP COMPOUND MINIMUM 1"
DEEP TO C.OMPL Y Y'llTH (U.L.

STANDARD 141"1) (ASTM E:814) (U.L.

SYSTEM NO. :2:lb)

ALL CONDUIT PENETRATIONS THRU FIRE

RATED PARTITIONS SHALL COMPLY

V'IITH THIS DETAIL SEE ARCHITECTURAL

PLANS FOR LOCATION OF ALL FIRE
RATED PARTITIONS. ALL SLEEVES

SHALL HAVE CONNECTORS AND
BUSHINGS ON BOTH ENDS.

CERAMIC. FIBER DAMING MATERIAL,

NELSON OR HILTI FIRE STOPPING
MATERIALS.

NOTE:

1. EACH IDF SHALL BE NUMBERED TO MATCH THE BUILDING
NAME (IDF-A or IDF-100, FOR BUILDINGS V'IITH MULTIPLE
IDF'S (IDF-A1, A.2 or IDF-100A, 1009)
5 2. NUMBER TO MATCH MANUFACTURER'S PREPRINTED NUMBERS 1-4B

ON FATGH PANEL

9. BOTH ROOM NUMBER AND PATCH PANEL PORT ASSIGNMENT MUST BE SHOl"IN ON PATCH PANEL.
6 GENERAL NOTES:

1. ALL IDENTIFICATIONS SHALL BE MACHINE MADE, NO HAND
V'IRITTEN LABELS, SEE SPECIFICATIONS. VERIFY IN V'IRITING ALL

ROOM IDENTIFICATIONS V'IITH ARCHITECT PRIOR TO MAKING ANY LABELS.
2· ALL LABELING FORMATS ARE SUBJECT TO APPROVAL BY THE
DISTRICT IT DEPARTMENT. CONTRACTOR MUST CONFIRM ALL

LABELING FORMATS PRIOR TO INSTALLATION OF ANY LABELS
AND MUST HAVE V'IRITTEN AFROVAL.

PERMANENT LABEL INSTALLED UNDER
PLASTIC IDENTIFICATION V'IINDOV'I. TYPICAL V'IALLPLA TE FATC.H PANEL I.D. TO MATCH
WU'liflltwl ·•-m•-w IP
IDF• -PATCH PANEL PORT# -PORT
(see Note •1J (see Note •2J
GABLE I.D. AT EACH END
TO MATC.H V'IALLPLATE I.D.

El
gg
El El
g
-""
ROOM NUMBER. ----------~ PATC.H PANEL PORT I.D. NUMBER
MUST BE SILKSC.REENED ON FACE

OF PANEL BY MANUFACTURER

V'IHEN ALL PORTS ARE FROM
SAME ROOM, I.D. C.AN BE AS
INDICATED.

PROVIDE PATCH PANEL I.D.

MINIMUM 1/2' HIGH LETTERING
0 &[i"'j][?
------11 A 1
0 QQQQQQ

QQQQQQ QQQ
PORT le.ON
(NOT REQUIRED)

PORT INSERT
(COLOR TO MATC.H FACEPLATE)
NOTE: VIDEO SURVEILLANCE AND IP
PAGING C.ATEGORY-6 GABLES

MUST BE TERMINATED ON SEPARATE
PATCH PANELS. LABEL PATCH
PANELS ACGORDINGL Y.
4FQ ~4P

VOICE/DAT A SLEEVE TYPICAL PATCH PANEL
NO SCALE @
PENETRATION THRU FIRE RATED PARTITIONS ( 2 ) TYPICAL DATA NETWORKING LABELING REQUIREMENT NO SCALE E42 NO SCALE

IF ACCESSIBLE CEILING IS GREATER
THAN 4'-0", CATEGORY S SUPPORT

RINGS SHALL BE HUNG FROM SUPPORT
V'IIRES PROVIDED BY THE 211000
CONTRACTOR.
3 E42
-PROVIDE VELCRO TIE -PROVIDE REAR GABLE 48"
MAX

PROVIDE DUAL SIDED

FRONT /BACK VERTICAL

GABLE MINDERS
ON EAC.H SIDE
PROVIDE V'IHITE MIC.ARTA
NAMEPLATE V'IITH MINIMUM 1/2
BLAC.K LETTERING TO IDENTI
EACH RACK SECTION.

PROVIDE VERTICAL GABLE

MINDERS ON EACH SIDE
PROVIDE 1U HIGH HORIZONTAL

GABLE MINDER ABOVE AND
BELOV'I EACH PATC.H PANEL
... ...L,
•
-
-0 0
.
-
~
;/ =" 0 .,,..,.
' D
""
0 ~~
=-•
.
\\
. I .
0 0
,~ '" •~ "' .. , m
[@@QQF
: I
0 0
' .
\__ PATCH PANEL

TOP VIEV'I

ELEVATION
IDF-A I 0
. I. ~ . I. : II : 0 0 0 0
.,. ,. ,. '" '" . .,
Q@QQF ~ ---.. --~ .. -.. ..
@i@illp , '~=;~:r
-~ ... ,, ,~ '" ,~
l~I
. I. ~ . I.
0 I : 0 0 0 0 0

TYPICAL IDF /MDF LABELING AND CABLE SUPPORT DETAIL

NO SCALE
'LING FORMATS ALL LAB

MUST BE

THE DIS
DEPARM
INSTALLA.
~EDBY
<.IGTIT
:NT PRIOR TO
TION OF LABELS.

COLORED

IN FACEPLATE

PROVIDI

OUTLETS

REFER T,
DETAIL
,.)
@
FORGO
(TYP.)
I
_QR DEFINITION
I
PERMANENT LABEL INSTALLED V'IALL~
I
IDF -1:300
A1 A.2 FACEPLA
□ □
/
□ l
AS A4
I IDF -1:300
,.L
•
-
-
0 .
-
"= ·O
·o
~
=
_, V'IHE:RE TV'IO IDF SECTIONS ARE

MOUNTED SIDE BY SIDE, PROVIDE

DOUBLE V'IIDE VERTICAL GABLE

MINDER OR INDIVIDUAL SECTION
FOR EACH IDF RACK.
/" 4 ......
-.f-42~
_.,.,..,,.,.---CONDUIT
_,,-BRING GABLE JACKET
/ TO REAR OF MODULAR
/I JACK
----

PERMANENT LABEL

ADHERED TO GABLE
V'IITHIN 1" OF

TERMINATION

DO NOT EXCEED BEND

RADIUS IN CONDUIT OR
SURFACE BOX. NO
MORE THAN !:>" OF
GABLE IN BOX.

ROOF STRUCTURE
"\., •
12" MAX
ACCESSIBLE CEILING ~ ___ _
------
PROVIDE PLASTIC. BUSHING
ON CONDUIT END. STUB CONDUIT

TO NEAREST ACCESSIBLE
CEILING AREA.
4e,"MAX
PROVIDE CATEGORY b

GABLE SUPPORT RINGS

FASTENED TO ROOF STRUCTURE
SPACED @ 4B" (MAX.).

PROVIDE 10'-0" SERVICE LOOP FOR
ALL DATA NETV'IORKING GABLES.

SEE DETAIL
o1t1--11---------c.ONDUIT C.ONC.EALED IN V'IALL.

DATA/AV SYSTEM BACKBOX

SEE FLOOR PLANS FOR
TYPE, SIZE AND LOCATION.

NOTES:
•1 REFERENCE CONTRACT DOCUMENTS FOR V'IHICH SYSTEMS, AND IN V'IHAT AREAS OPEN V'IIRE INSTALLATIONS ARE PERMITTED. •2 SECURITY SYSTEMS CONTRACT MUST INSTALL THEIR OV'IN SUPPORT SYSTEM, SEPARATE FROM THE VOICE/DATA GABLING SUPPORT SYSTEM.

SEE FLOOR PLANS FOR SIZE:.

COMMUNICATIONS SYSTEM OPEN WIRE/CONDUIT

STUB TYPICAL DETAIL &

NO SCALE
J-HOOK

SUPPORTS
VELG~

TIE V'IRAP

GABLE SADDLE
(SEE NOTE •:2)
le>" MIN-24" MAX.
1-4 GABLES
DET-P33
E42
:24" MIN-:lb" MAX.

S OR MORE GABLES
"\., •

J-HOOKOR

GABLE SADDLES

ATTACH TO
V'IIRES (TYF.)
@
PATC.H CORDS SEE
SPEGIFIC.ATIONS FOR
(BLUE) '\. QUANTITIES (TYF.)
(GREEN)
(V'IHITE) --tl==l===t:, ' I (I /YELLOJl'IJ
PATC.H
PANEL

COLORED

INSERTS
(TYP.) __J
(BLAC.K) -="'<e==='P
~~~f ;; 1~12pl4pl 1 I 2~ cS 1 I I l 1· •
• •
yJ
AV "J AF
y---\._
e)p ~p ~F
;,_;~
ALL VOIC.E PORT ALL DATA AND AUDIO VISUAL
INSERTS COLOR PORT INSERTS COLOR !BLUE)
(V'IHITE)

ALL V'IAP PORT ALL IP
INSERTS C.OLOR PAGE/C.I.OGK
(GREEN) INSERTS COLOR
/BLAGI<)
ALL VOIC.E /DATA/ IF PAGE/ V'IIRELESS / CAMERA DROPS BY 211000 CONTRACTOR.

TYPICAL CABLE/INSERT COLOR SCHEME DETAIL

NO SCALE
C
yJ
ALL IP C.AME:RA
INSE:RTS COLOR
(YELLOV'I)
e
E42

AGENCY APPROVAL
MJK

ARCHITECTURE
MICHAEL J. KANTARCHITECT

A PROFESSIONAL CORPORATION
X:'-'""_Q_-~~ P.O. BOX 1120
~-t:AELJ ~--'1 VISTA, CA
*1 WI~ l*I 92085-1120 C1? I I
u>).._ ~~e6i1iw4 # (760) 941-4647 ::!J--~ o<f. . .
!c p, c~'' www.rn;1<arch1tecture.com
CONSULTANT:

PROJECT NAME:

TECHNICAL
CAREER

INSTITUTE -
TENANT
IMPROVEMENT!
PROJECT ADDRESS:
2075 LAS PALMAS
DRIVE

CARLSBAD, CA,
92011
REVISIONS:

MARK I DATE I DESCRIPTION
6 t:,,,.
t:,,,.
t:,,,.
t:,,,.
6,.

DATE: MARCH 21, 2022 REV NO: CON. DOC.

PROJECT NO:

CAD DWG FILE:

DRAWN BY:

CHK'D BY:
2021-07.02
Author
Checker

FRONT VIEV'I
~--------PROVIDE C.AT-6 AND
CAT-bA INSERTS TO MATCH

THE TYPE OF GABLE
INSTALLED.

SIDE VIEV'I
NOTE:

1. ALL SERVICE LOOPS SHALL BE FORMED IN FIGURE
e, GONFIGURA TION I
fl~fESS/o • • • COPYRIGHT:
.fl ~ ~~~-ULTING ENGINEERS, INC. SHEET TITLE:

TYPICAL FACEPLATE LABELING DETAIL 6
NO SCALE E42
1 2 3

2. SADDLE SHALL BE SIZE:D TO HOLD QUANTITY OF GABLES
ROOUIRED PER MANUFACTURE REG.

TYPICAL SERVICE LOOP

NO SCALE
4 G;0
5 g[ No. E 147B1 l!l 1
~ Exp. 6-30-2023 :
'2212)42
1 ~£CTR\C~
~OF'Cl,.I
'
9/1/2<!>22
Power I Lighting I Multimedia
Communications I Data Networking
12875 Brookprinter Place, Suite 300
Poway, CA 92064
P 858.679.4030 I F 858.513.0559
www.jce-inc.com
6 COMMUNICATION

DETAILS
SHEET NO:

E4.2
May 9, 2023
Item #6 Page 49 of 50
A
B
C
D
E
1 2
-0 - 0) (!)
3 4
0 -0 ~
-••• '•·,'·"•' ,· •• ~......... .. •• }'-. .,•11 ': :. /Ai ,'" i ~ ·, .,, '·,• '• ., •·• ·• .,_._.,.. ~•,., ; •. • t , , I· Q • •• ~,. ,-, ~-. , , u .' _,, , • ,. t , • 1
"::--· .. :--·::.-· , ..... .,,.,,--• ~ -·.: ••; .. •;'' ,: •' '-,• ,._, .. :-• . , . . -. -. '\ -(:)
5 FIRE ALARM SYSTEM:

DEFERREI:> APPROVAL
FIRE ALARM CONTRACTOR 5HALL BE RE5PON5IBLE

FOR INSTALLING A COMPLETE AND OPERABLE FIRE
ALARM 5Y5TEM. FIRE ALARM 5Y5TEM 5HALL BE A5 PER
APPLICABLE CODES. FIRE ALARM CONTRACTOR 5HALL
SUBMIT FOR REVIEY'I A COMPLETE FIRE ALARM 5Y5TEM
DESIGN, INCLUDING DEVIGE5, LAYOUT, BATTERY
GALGULATION5, Y'IIRING AND CONDUIT, VOLTAGE DROP
GALGULATION5 AND OEITAIN APPROVAL FROM THE
LOCAL AUTHORITY HAVING JURl5DIGTION, PRIOR TO
INSTALLATION.
6 GENERAL NOTES,

1. REFERENCE ARGHITEGTUR.AL INTERIOR ELEVATIONS FOR
EXACT LOCATION OF ALL r.ALL MOUNTED DEVIGE5.

2. UNLE55 OTHER!"lI5E NOTED SOLID LINE5 BETY'IEEN DEVIGE5 5HALL BE 1" E.M.T. ROUTED CONGEALED AllOVE GE:ILING5 OR IN r.ALL5. DASHED LINE5 INDICATE 1" P.V.G. UNDERGROUND
CONDUIT. ALL Y'IIRING TO BE PROVIDED PER MANUFACTURER
5HOP Df<A!'IING5.

KEYNOTES,
CD
1t•• ·-_ ~ ·-,,-, ___ ,_.:···; • .. :, ·'. , .!
I ' ~ l ,. • ' . •• •I • :• ' • • •, -., , _ ,
I'.,' .! ' ·, ', • • ' r ,
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PROVIDE DEDICATED 120 VOLT GIRGUIT TO PANEL CONNECT TO
"LOCK ON BREAKER". REFER TO POY'IER S 5ERIE5 5HEET5 FOR CIRCUIT INFORMATION.
-( B) -
-
·: ,:··· : .. ,z.,·vi•~•-i;-~~,·-~, ,:-·_·, ./ .... '·• ·-~ ~·:;._ .·•· , . I~-• •.~ •"•:. ~ > "I••,•.,• .,l\
' .. .,.~~== r .! '· • • ·• •. ·,, • ,
:••.,, '!t---f'-\ -~.,.~~~•,'"_'," r ,·,l;'•t
'---i-----jl'10101mt----it---,1· · ·. · ,. ~ ·' · ' · · ' Corridor ,.-~. • 1 • J+--t--1"~ :-,;.f._ ·.•:~~•: i •• :: • ·••; • r-.. --:~-:--~~-ca;,,~--;ccc<'S'-•C-7:-~~-:-,~c:--:-,C".-;~-;±::~~~:i~;::~~ 1-' ,, • >,. , , ., ·: • . ~; • -.. -·;\~' -•· ..... , o o '1-l--4.:::,1--t'SI . , . . ,_ ,_ :; •••;., r•;•-,•• ,,.{ ••:,.-,'.) ,•.:',. ·• .,.,,•·:•,!• ·•• ,';.,',f.,. ••• •,"' - · ~ -· 1w.~~~=~~Q;.i_~~-+c:1E!.1==1:::f2::d:::+-~1~_:i _ _,=t""'""'r'-----111m·· ,. ·{ · ~ · -13 ~·•· ·· ·-; ·:. · · · .. _.: lt--l"'"'t-~t--1"~· ...... ······ ,• ,.. " , • ; • < ' : ,• r • •,• •• , ! ), .:• " . ... ··-.. ~ . . . ~.. . .-... --;. · l~-l-----~----l----+-l~--+----l---~-i----+--~1t---~---i----t----t--11t , · . .. .. ) • -.. ---l -. -• -• • (i====~===~====+~~~~~~~~"~ii'i'l~~ii'~~~+~~~~---f----,----t----t--1t1tl~~t~r~'.l~=r=r:1i ·· ·· · ., ... ' ~ ' .. . -
,, ~
' . ,, -· ., -
0 0 r-,a-• I: ~ •,:.-:; '•,,-• •
..... . . ' ,;-,.~~ .. · ''•1-•,_·,
TY'IO ANALOG TELEPHONE LINE TO PHONE 5ERVIGE BACKBOARD. 51 q
FIRE ALARM 5YMBOL5 LEGEND,
MANUAL PULL 5TATION MOUNTED B~EE:N 4::!" TO 4B"
A.F.F. TO HIGHEST POINT OF OPERATING HANDLE OR
LEVER OF DEVICE.
r.ALL MOUNTED FLASHING LIGHT 5TR06E MOUNTED
+00"-~b" A.F.F. OR b" BELOY'I CEILING TO BOTTOM OF
DEVICE Y'IHIGHEVER 15 LOY'IER. ENTIRE LEN5 MU5T 6E
Y'IITHIN THE +B0"-~b" DIMENSION.
(15 • 5TR06E CANDELA RATING)
(51 • SIGNAL GIRGUIT IDENTIFICATION)
• ,. • ·• ; ';. II '•,• • -, • •.
,:) ,!: ,-,•:,,. -,~
CS ""FFF i,.,,+,,,"F"Filrif'. ""'F"~ ::' °' r >. ..'::· ·--. ,,___. ~ ,. .. ,· ~ . . ~.. .. . , -, -
51 01s
~
CEILING MOUNTED FLASHING LIGHT 5TR06E
(15 • 5TR06E CANDELA RATING)
(51 , SIGNAL GIRGUIT IDENTIFICATION)
CEILING MOUNTED COMBINATION HORN/STROBE (15,
5TR06E CANDELA RATING)
"' :@
,-,
1,-:·t?'
·•:;k:i¥·"'!f'h-..,, -•.,i::"f-~•

1../ l,;U..., .,.:v;_, I '---
_l
U1Tlce
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J_
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1.;li"nts
J_ _,1 J_ _l __'.'._ _l l'-.1 w
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1,~-. ·, -•••• ·,'·• •• •;, ;. ... , ••• _.-.} ., .,_ ,· tt; •,-------.. --.. -r:n (51 • SIGNAL GIRGUIT IDE:NTIFIGATION)
TAP AT 1/4 Y'IATT (U.O.N.!
c1 1 o~. o~ ii 1 1 1 ~mL~b + 1 -1• '\..
_ . ..,
.--•~+.,·-•Wil'-
. '··► . t;/•
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,::>_ '·. :,:•, .. ··· ,,....,,.. ~
-(o) -
@
®
fACFj
GE:ILING MOUNTED 5MOKE DETECTOR

CEILING MOUNTED HEAT DETECTOR

MAIN FIRE ALARM CONTROL PANEL
I
I
I
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FIRE ALARM MONITORING NOTE:

1. AUTOMATIC FIRE ALARM 5Y5TEM5 5HALL TRANSMIT THE ALARM, SUPERVISORY AND TROUBLE 5IGNAL5 TO AN APPROVED 5UPERVl5ING STATION A5 REGliJIRED BY NFPA 12 A5 AMENDED BY GFG 5EGTION '101. THE 5UPERVl5ING STATION 5HALL BE LISTED A5 EITHER UUFX OR UUJ5 BY UNDERY'IRITER5 LA60RATORY OR 5HALL MEET THE REGIUIREMENT5 OF FACTORY MUTUAL RESEARCH APPROVAL STANDARD 5011. 5UPERVl5I0N OF 5Y5TEM AND LEASED TELEPHONE LINE5 5HALL BE: ARRANGED BY OY'INER.

FIRE ALARM GENERAL REQUIREMENTS:
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2. UNLE:55 OTHER!"lI5E NOTED SOLID LINE5 13ETY'IEEN DEVIGE5 5HALL BE 3/ 4" E.M .T. ROUTED CONGEALED AEIOVE GEILING5 OR IN l'IALL5. DASHED LINE5 INDICATE 3/4" P.V.G.

UNDERGROUND CONDUIT. ALL Y'IIRING TYPES AND GliJANITITES 5HOY'IN ARE FOR INFORMATION ONLY. THE CONTRACTOR 5HALL PROVIDE ALL V'IIRING A5 REGll.llRED TO MAKE A FULLY OPERATIONAL 5Y5TEM. 5HOP Df<A!'IING5 AND OR A5-£UILT DOGUMENT5 5HALL INDIGA TE ALL Y'IIRING PROVIDED.

3. THE AUDIBILITY OF FIRE ALARM Y'IAl<NING DEVIGE5 5HALL BE AUDIBLE THROUGH THE OGGUPANGY V'IITH A MINIMAL SOUND LEVEL 15 dl:>'5 OVER THE AMBIENT NOISE LEVEL. ADD ADDITIONAL DEVIGE5 A5 REGIUIRED.

4. UPON COMPLETION OF THE IN5TAUATION OF THE FIRE ALARM 5Y5TEM, A REAGGEPTANGE TE5T OF THE ENTIRE 5Y5TEM 5HALL BE PERFORMED IN THE PRESENCE OF THE ENFORCING AGENCY AND IN AGGORDANGE Y'IITH 5PEGIFIGATION5 (2B 50 00). THE Security RoomCONTRACTOR 5HALL FURNISH db METERS AND ALL OTHER EQUIPMENT TO PERFORM ~ I 34 I THESE TE5T5.

5. ALL CONDUIT PENETRATIONS THROUGH FIRE RATED PARTITIONS 5HALL PREVENT THE PASSAGE OF HEAT, 5MOKE AND FIRE GA5E5. ALL PENETRATIONS 5HALL COMPLY ll'IITH U.L.

ASSEMBLY V'IL-1001. REFER TO THROUGH-PENETRATION FIRESTOP DETAIL ON THE DETAIL 5HEET.
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AGENCY APPROVAL
MJK

ARCHITECTURE
MICHAEL J. KANTARCHITECT

A PROFESSIONAL CORPORATION
X:'-'""_Q_-~~ P.O. BOX 1120
~-t:AELJ ~"1 VISTA, CA
*1 WI~ l*I 92085-1120 C1? I I
u>).._ ~~e6i1iw4 # (760) 941-4647 ::!I'-~ o<f. . .
!c p, c~'' www.m11<archrtecture.com
CONSULTANT:

PROJECT NAME:

TECHNICAL
CAREER

INSTITUTE -
TENANT
IMPROVEMENT!
PROJECT ADDRESS:
2075 LAS PALMAS
DRIVE

CARLSBAD, CA,
92011
REVISIONS:

MARK I DATE I DESCRIPTION
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DATE, MARCH 21 2022 '
PROJECT NO:

CAD DWG FILE,
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2021-07.02
Author
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© 0 ©
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'fl ~ ~~~, ULTING ENGINEERS, INC. SHEET TITLE:
( 1 ( 3 ( 5 ( 7
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1 2 3 4 5
g[ No. E 147B1 l!l 1
~ Exp. 6-30-2023 :
'2212)42
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Power I Lighting I Multimedia
Communications I Data Networking
12875 Brookprinter Place, Suite 300
Poway, CA 92064
P 858.679.4030 I F 858.513.0559
www.jce-inc.com
6 NEW WORK

FLOOR PLAN -

FIRE ALARM
SHEET NO:

E5.1
May 9, 2023
Item #6 Page 50 of 50
A
B
C
D
E
1 GENERAL NOTES,

1. 2.

5. A FAULT C.URRENT AND TIME C.URRENT STUDY MUST
BE PROVIDED A5 DESc.RIBED IN THE SPEc.lFIC.ATIONS PRIOR TO FINAL APPROVAL OF THE POV'IER EQUIPMENT.

UNLESS N-tERE OTHERJ'IIISE NOTED. ALL J/'IORK
INDIC.ATED ON THESE D~INGS SftALL BE
C.ONSIDERED NEY'! J/'IORK.

ALL ELECTRIC.AL GEAR AND EQUIPMENT SHOl'lN ON ONE-LINE
DIAGRAM SHALL BE NEMA 5R UNLESS OTHERJ'IIISE NOTED.
600V FEEDER SCHEDULE GENERAL NOTES,

1. ALL c.ONDUC.TOR SHALL BE PROVIDED Y'IITH 'TYPE THY'IN-2 INSULATION.

REFERENC.E SPEC.IFIC.ATION SEc.TION 2f> 05 1q (1f>1.20) FOR ADDITIONAL REQUIREMENTS.

2. PROVIDE f>O DEGREE c.OFPER/AL.LIMINUM RATED TERMINATION FOR ALL FEEDERS SIZED Y'IITH •.2 OR SMALLER C.ONDUC.TORS. PROVIDE 15 DEGREE C.OPPER/ALUMINUM RATED TERMINATIONS FOR ALL FEEDERS 51ZED Y'IITH •1 OR LARGER c.ONDUC.TOR5.

5. c.ONTRAc.TOR SHALL BE RESPONSIBLE FOR ORDERING LUG
c.ONFIGURATION AN ALL EQUIPMENT, BREAKER OF DISC.ONNEC.T5 TO MATC.H FEEDER c.ONFIGURATIONS INDIC.ATED.

4. Y'IHERE MULTIPLE C.ONDUIT QUANTITIES ARE INDIC.ATED, C.ONDUC.TOR QUANTITIES AND SIZES SHOY'IN IN 5C.HEDULE SHALL BE PROVIDED IN EAc.H c.ONDUIT.

ELEC.TRIC.AL ONE-LINE DIAGRAM
NO SC.ALE
1 2

EXISTING
4000AMP 1.20/20!l VOLT, 5PH, 4Y'I
MAIN SY'IITC.HBOARD 'MSB'
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_:_ EAc.H C.ONDUIT, 4 "550, 1 •1 GND.
<f, (.2) SETS OF, 5"C.. 4 •550, 1 •1 GND.

PANEL
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PANEL
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BREAKER IN EXISTING
SPACE.
@
RESERVED FOR PANEL 5GHEDULE5
2 3
4 5
4 5
6 AGENCY APPROVAL

MJK --------

ARCHITECTURE
MICHAEL J. KANTARCHITECT

A PROFESSIONAL CORPORATION
~_Q_-~~ P.O. BOX 1120
,}'MICHAEL J. KANi--' 1 VISTA, CA
*I WI,~!*! 92085-1120
·"'-"" ~~e6i1iw4 # (760) 941-4647 ::!I'~ o<f. . .
!c p, c~'' www.m11<arch1tecture.com
CONSULTANT:

PROJECT NAME:

TECHNICAL
CAREER

INSTITUTE -
TENANT
IMPROVEMENT!
PROJECT ADDRESS:
2075 LAS PALMAS
DRIVE

CARLSBAD, CA,
92011
REVISIONS:

MARK I DATE I DESCRIPTION
6 t:,,,.
t:,,,.
t:,,,.
t:,,,.
6,.

DATE: MARCH 21, 2022 REV NO: CON. DOC.

PROJECT NO: 2021-07.02
CAD DWG FILE:

DRAWN BY: Author
CHK'D BY: Checker
COPYRIGHT:©
,--~~~~;;::::-----:::.:~:-:;;;:;:;;:;;;;;;:;i C 2022 MJK ARCHITECTURE 'l~fESS/o :i::i JDHNBDN SHEETTITLE:
0 ~'<>-GO'<J;~ ■ ■■ CONSULTINGENGINEERS,INC. QNE LINE DIAGRAM ~ ~ \ Power I Lighting I Multimedia
* ~o.~3~~23 * Communications I Data Networking & PAN EL ~<I>~ <Z£Cra1c~" 12875 Brookprinter Place, Suite 300 SCHEDULES ~~OF'C#/. Poway, CA 92064 SHEET NO
p 858.679.4030 I F ~58~13.0559 E 9 1
www.Jce-1nc.com ■ '2212)42 9/1/2<!>22
6

Carlsbad City CouncilMay 9, 2023

Carlsbad City Council
May 9, 2023