2023-10-10; City Council; 02; Approve Plans, Specifications and Contract Documents and Authorize Advertising for Bids for the Emergency Operations Center Reconfiguration Project

CA Review GH
Meeting Date: Oct. 10, 2023
To: Mayor and City Council
From: Scott Chadwick, City Manager
Staff Contact: Steven Stewart, Municipal Projects Manager [email protected], 442-339-2938
Subject: Approve Plans, Specifications and Contract Documents and Authorize Advertising for Bids for the Emergency Operations Center Reconfiguration Project
District: 2
Rec
ommended Action
Adopt a resolution approving the plans, specifications and contract documents and authorizing the City Clerk to advertise for bids for the Emergency Operations Center Reconfiguration Project, authorizing and directing the Deputy City Manager, Administrative Services, to transfer funds from Capital Improvement Program Project No. 4719 to Project No. 4715, approving an increase to the construction contingency for Contract No. PWS22-1552FAC to $1,910,219 and approving an increase to the City Manager’s change order authority.

Executive Summary
The City Council approved an agreement for the design of the Emergency Operations Center Reconfiguration Project on Sept. 13, 2022. (Resolution No. 2022-219) The project includes technology and finish upgrades to the entire conference room wing of the Police and Fire Headquarters facility, the conversion of two conference rooms into one room for the new Emergency Operations Center and the conversion of one conference room into office space for the Community Risk Reduction Division of the Fire Department.

Staff are now requesting City Council approval of the completed and permitted project plans, specifications and contract documents, shown as Exhibit 3, and authorization for the City Clerk to advertise for bids to complete the work on this project.

The City Council’s approval is required under Carlsbad Municipal Code Section 3.28.080(E) because the expected value for this work is greater than $200,000.

Oct. 10, 2023
Item #2 Page 1 of 10
Explanation & Analysis
The city’s Emergency Operations Center is in the conference room wing of the Police and Fire Headquarters facility at 2560 Orion Way, as shown in Exhibit 2.

The conference room wing includes three conference rooms separated by folding doors, an audio-visual closet, a utility room, two restrooms, an office, a kitchenette and a storage room.

The only space currently dedicated for the Emergency Operations Center is one of the three conference rooms. The other conference rooms, office and storage rooms have been used as break-out rooms for dedicated group use as needed during emergency response events.

In the current arrangement, the operations center is undersized and lacks updated equipment and furnishings to meet the city’s emergency response standards. Past emergency response events have underscored the need for the city to upgrade the space, technology infrastructure and furnishings to accommodate the number of staff that now support emergency operations.

To meet current standards for emergency response, staff have determined that it is necessary to upgrade and expand the center.

The initial vision for the project was to combine two conference rooms and upgrade the center’s technology serving. A Capital Improvement Program project, Project No. 4719, was created in fiscal year 2015-16 for the work, but work was put on hold until the completion of the Police and Fire Headquarters Building Renovation, Capital Improvement Program Project No. 4715.
• On Dec. 3, 2020, staff informed the City Council of their intent to combine these two projects to reflect the recent facility name change from Safety Center to Police and Fire Headquarters and to align both projects so that the Emergency Operations Center Reconfiguration Project was incorporated into the Police and Fire Headquarters Renovation Project.
• On Sept. 13, 2022, the City Council approved Resolution 2022-219 for the design of the EOC Reconfiguration Project. Staff from the Public Works Branch and Fire Department met with the consultant firm, Sillman Architects, on several occasions to review the programming needs and create an appropriate design for the project.

As the design work progressed, other improvement needs were evaluated to make better use of available space for the operational efficiency of the center. This led to additional renovation work in the adjacent office, storage room and entrance lobby. A separate Capital Improvement Program project, Project No. 4089, was underway during the center’s design work to evaluate the feasibility of collocating fire administration offices at the Police and Fire Headquarters and the Faraday Center. One of the options proposed for collocation was a conference room adjacent to the center. Fire Administration staff requested that the renovation of this conference room be added to the scope of work for the center reconfiguration to accomplish the goal of collocation.

The new design combines two of the conference rooms into one for Emergency Operations Center use and converts the third conference room into office space for the Community Risk Reduction Division of the Fire Department. Moving the Community Risk Reduction Division from the Faraday Center to the Police and Fire Headquarters provides the team with additional space needed for offices, storage and a meeting room, and provides the opportunity for the Oct. 10, 2023
Item #2 Page 2 of 10
Fire Department to increase efficiencies and communication by having both divisions closer together.

The project’s work scope also includes upgrades for materials storage and security, interior finishes, new furnishings, network and communications equipment and conversion of the storage room into a small conference room and server room.

The project design has been completed, approved by staff and a building permit has been approved and is on file for the successful contractor to use upon contract award. Staff now request:
• The City Council approve the completed and permitted project plans, specifications and contract documents and authorize the City Clerk to advertise the project for construction bids.
• That the balance of funds remaining in Capital Improvement Program Project No. 4719 be transferred to Project No. 4715, because the projects have been combined but the related funding has not been.
• That the contract contingency for this project be increased from 10% to approximately 15% of the current construction contract amount, or to $1,910,219, to accommodate the project design changes to date, and that the City Manager’s change order approval be increased to this amount.

Fiscal Analysis
The Emergency Operations Center Reconfiguration Project is currently funded from the General Capital Construction and Infrastructure Replacement funds. Funding for the Police and Fire Headquarters Renovation Project is also funded from these sources. Both project fund balances are shown below.

The construction contingency amount established at the time of contract award for the Police and Fire Headquarters Renovation, Contract No. PWS22-1552FAC, was $1,310,219 or approximately 10% of the construction contract value, and the City Manager was authorized to approve change orders up to this value in Resolution No. 2021-236.

There have been several change orders to date on this project due to staff requests and unforeseen conditions. Accordingly, staff would like to increase the construction contingency amount to $1,910,219 or approximately 15% of the construction contract value and request authorization from the City Council to increase the City Manager’s authority to approve change orders up to this revised amount.

Oct. 10, 2023
Item #2 Page 3 of 10

Emergency Operations Center Reconfiguration Project
Capital Improvement Program Project No. 4719
Total appropriation to date $2,358,000
Total expenditures/encumbrances to date -$286,555
Total available balance $2,071,445
Police and Fire Headquarters Renovation Project
Capital Improvement Program Project No. 4715
Total appropriation to date $25,645,842
Total expenditures/encumbrances to date -$21,488,359
Total available balance $4,157,483
Total available combined project balance $6,228,928
Additional project costs
EOC Reconfiguration contract (engineer’s estimate) -$3,972,000 EOC Reconfiguration contingency (estimated) -$397,200
Police and Fire Headquarters City Manager contingency approval remaining -$350,372 Police and Fire Headquarters City Manager contingency increase -$600,000 Construction management, inspection and testing (estimated) -$909,356 Total estimated combined project costs -$6,228,928
Estimated additional appropriation needed $0

Next Steps
With the City Council’s approval, the City Clerk will advertise a request for bids for the EOC Reconfiguration Project. Staff will then evaluate the bids received and identify the lowest responsive and responsible bidder. Staff plan to return to the City Council in early 2024 with a recommendation to award a construction contract to the lowest responsive and responsible bidder and request additional funding, if needed.

Also with the City Council’s approval, the Deputy City Manager, Administrative Services, will transfer the remaining fund balances in Capital Improvement Program Project No. 4719 to Project No. 4715.

Environmental E
valuation
The City Planner, through the process outlined in Carlsbad Municipal Code Section 19.04.060, has determined that the project belongs to a class of projects that the state Secretary for Natural Resources has found do not have a significant impact on the environment, and it is therefore categorically exempt from the requirement for the preparation of environmental documents in accordance with Section 15301 (d) of the California Environmental Quality Act Guidelines.

In making this determination, the City Planner has found that the exceptions listed in Section 15300.2 of the CEQA Guidelines do not apply to this project. The project is consistent with the Class 1 exemption in Section 15301 (d) because it consists of maintenance of public facilities, Oct. 10, 2023
Item #2 Page 4 of 10

such as the restoration or rehabilitation of deteriorated or damaged structures, facilities, or mechanical equipment to meet current standards of public health and safety.

Exhibits

1. City Council resolution

2. Location map

3. Plans, specifications, and contract documents ( on file in the Office of the City Clerk) Oct. 10, 2023
Item #2 Page 5 of 10
RESOLUTION NO. 2023-257

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

CALIFORNIA, APPROVING THE PLANS, SPECIFICATIONS AND CONTRACT

DOCUMENTS AND AUTHORIZING THE CITY CLERK TO ADVERTISE FOR BIDS

FOR THE EMERGENCY OPERATIONS CENTER RECONFIGURATION PROJECT,

AUTHORIZING AND DIRECTING THE DEPUTY CITY MANAGER,

ADMINISTRATIVE SERVICES, TO TRANSFER FUNDS FROM CAPITAL IMPROVEMENT PROGRAM PROJECT NO. 4719 TO PROJECT NO. 4715,

APPROVING AN INCREASE TO THE CONSTRUCTION CONTINGENCY FOR CONTRACT NO. PWS22-1552FAC TO $1,910,219, AND APPROVING AN

INCREASE TO THE CITY MANAGER'S CHANGE ORDER AUTHORITY
WHEREAS, the City Council has determined it necessary, desirable and in the public interest to construct the project as designed; and
WHEREAS, the City Council of the City of Carlsbad, California has determined that the plans, specifications and contract documents for the Emergency Operations Center Reconfiguration, Capital Improvement Program, or CIP, Project No. 4715 have been completed to the satisfaction of staff; and WHEREAS, the plans, specifications and contract documents for the project are on file at the City Clerk's office and are incorporated by reference; and WHEREAS, City Council approval of the plans and specifications is required under Carlsbad Municipal Code Section 3.28.080(E) because the expected value to construct the project exceeds the $200,000 limit established by the Public Contract Code, including the alternative provisions of the Uniform Public Construction Cost Accounting Act; and
WHEREAS, the City Council authorizes the City Clerk to advertise for bids for the Emergency Operations Center Reconfiguration Project; and
WHEREAS, the City Council approve increasing the contingency and the City Manager's change order approval authority from $1,310,219 to $1,910,219, as may be needed for authorization of future project change orders for the Police and Fire Headquarters Renovation Project, CIP Project No. 4715, including contract no. PWS22-1552FAC; and
WHEREAS, the City Council has determined it necessary to combine the remaining funding appropriated to CIP Project No. 4719 to the funding appropriat�q to CIP Project No. 4715 due to a facility name change and alignment of projects; and
WHEREAS, the City Planner has determined that the project belongs to a class of projects that the State Secretary for Natural Resources has found do not have a significant impact on the Exhibit 1
Oct. 10, 2023 Item #2 Page 6 of 10
environment, and it is therefore categorically exempt from the requirement for the preparation of environmental documents pursuant to Section 15301 (d) Class 1 of the California Environmental Quality Act, or CEQA, Guidelines. Further, that in making this determination, the City Planner has found that the exceptions listed in Section 15300.2 of the state CEQA Guidelines do not apply to this project, and that the project is consistent with 15301 (d) Class 1 because it consists of maintenance of public facilities, such as restoration or rehabilitation of deteriorated or damaged structures, facilities, or mechanical equipment to meet current standards of public health and safety.

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

1. That the above recitations are true and correct.

2. That the plans, specifications and contract documents for the Emergency Operations Center Reconfiguration, CIP Project No. 4715, are approved and on file at the City Clerk's Office.

3. That the City Clerk is hereby authorized and directed to publish, in accordance with state law and Carlsbad Municipal Code Section 3.28.080(C), a notice to contractors inviting bids for construction of the project in accordance with plans, specifications and contract documents referred to herein.

4. That the Deputy City Manager, Administrative Services, is hereby authorized and directed to combine the remaining funding appropriated to CIP Project No. 4719 to the funding appropriated to CIP Project No. 4715.

5. That the project's contingency amount and City Manager's change order approval authority are increased to $1,910,219, as may be needed for authorization of future project change orders for the Police and Fire Headquarters Renovation, CIP Project No. 4715, including contract no. PWS22-1552FAC.

Oct. 10, 2023 Item #2 Page 7 of 10
PASSED, APPROVED AND ADOPTED at a Regular Meeting of the City Council of the City of Carlsbad on the 10th day of Oct., 2023, by the following vote, to wit:

AYES:

NAYS:

ABSTAIN:

ABSENT:

Blackburn, Bhat-Patel, Acosta, Burkholder.

None.

Luna.
l�
KEITH BLACKBURN, Mayor
SHERRY FREISINGER, City Clerk
(SEAL)
Oct. 10, 2023 Item #2 Page 8 of 10

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Exhibit 2
Oct. 10, 2023
Item #2 Page 9 of 10
Exhibit 3
P
lans, specifications and contract documents
(on file in the Office of the City Clerk)
Oct. 10, 2023
Item #2 Page 10 of 10
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION:ENGINEER OF WORK:

DATE INITIAL DATE INITIAL DATE INITIAL
OTHER APPROVAL: CITY APPROVAL:
7515 METROPOLITAN DRIVE,
SUITE 400
SAN DIEGO, CA 92108
T 619.294.7515
F 619.294.97592
WWW.SILLMANWRIGHT.COM
REGISTRATION STAMP:DESIGN CONSULTANT:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
AG
JS

JMISSUED FOR CONSTRUCTION

09.01.2023

07.28.2023 BUILDING PERMIT SUBMITTAL 02

09.01.2023 ISSUED FOR CONSTRUCTION
G001 COVER SHEET

CARLSBAD EOC WING RENOVATION
2560 ORION WAY
CARLSBAD, CA 92010

CARLSBAD EOC WING

RENOVATION PROJECT

PROJECT DIRECTORY
MECHANICAL:

IDS GROUP
9636 TIERRA GRANDE ST. SUITE 200
SAN DIEGO, CA 92126
TEL: (949) 387-8600 EXT 428
CONTACT: RONNIE JIMENEZ
EMAIL: [email protected]
STRUCTURAL ENGINEER:

IDS GROUP
9636 TIERRA GRANDE ST. SUITE 200
SAN DIEGO, CA 92126
TEL: (949) 387-8500 EXT 133
CONTACT: MATT MICHNEWICH
EMAIL: [email protected]
ELECTRICAL ENGINEER:

IMEG
10920 VIA FRONTERA SUITE 200
SAN DIEGO, CA 92127
TEL: (858) 368-2401
CONTACT: MATT M. SAMAR
EMAIL: [email protected]
COST ESTIMATOR:

CUMMING
15015 AVENUE OF SCIENCE, SUITE #160
SAN DIEGO, CA 92108
TEL: (858) 217-3583
CONTACT: ASHOK PATEL
EMAIL: [email protected]
ARCHITECTURAL:

SILLMAN
7515 METROPOLITAN DR. SUITE 400
SAN DIEGO, CA 92108
TEL: (619) 294-7515
CONTACT: JULIO MEDINA
EMAIL: [email protected]
TECHNOLOGY ENGINEER:

NV5
15070 AVENUE OF SCIENCE, SUITE #100
SAN DIEGO CA, 92108
TEL: (213) 412-4863
CONTACT: TIM WATERS
EMAIL: [email protected]
ACOUSTICS ENGINEER:

IMEG
10920 VIA FRONTERA, SUITE #200
SAN DIEGO CA, 92127
TEL: (317) 580-6923
CONTACT: DAVID WRIGHT
EMAIL: [email protected]
SPEC WRITING:

PS SPECIFICATIONS
8741 SALVADA AVENUE
LAS VEGAS, NV 89148
TEL: (702) 941-7766
CONTACT: PATRICIA SMITH
EMAIL: [email protected]

06.30.23 BUILDING PERMIT SUBMITTAL
Exhibit 3
Exhibit 3

EOC CENTER
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
AG
JS

JM ISSUED FOR CONSTRUCTION

09.01.2023

07.28.2023 BUILDING PERMIT SUBMITTAL 02

09.01.2023 ISSUED FOR CONSTRUCTION

06.30.23 BUILDING PERMIT SUBMITTAL

NOT TO SCALE
G002 SHEET INDEX

CARLSBAD EOC WING RENOVATION
2560 ORION WAY
CARLSBAD, CA 92010
SCALE: NOT TO SCALE G002
1 PARCEL MAP
Sheet
Number Sheet Name

GENERAL
G001 COVER SHEET
G002 SHEET INDEX
G003 PROJECT INFO / GENERAL NOTES
G004 GENERAL NOTES / CALIFORNIA GREEN BUILDING STAND ARDS G005 EGRESS/CODE ANALYSIS - EOC WING
G006 CALGREEN CHECKLIST
G007 CALGREEN CHECKLIST
G008 CALGREEN CHECKLIST
G010 ACCESSIBLE DETAILS

ARCHITECTURAL
A100 SITE PLAN
A101 SWPP (E-29)
A200 DEMOLITION FLOOR PLAN
A201 DEMOLITION REFLECTED CEILING PLAN
A203 PROPOSED FLOOR PLAN
A203A DIMENSION FLOOR PLAN
A203B PROPOSED FURNITURE PLAN
A204 REFLECTED CEILING PLAN
A205 PROPOSED ROOF PLAN
A300 EXTERIOR ELEVATIONS - DEMOLITION AND NEW
A310 BUILDING SECTIONS
A500 INTERIOR ELEVATIONS
A501 INTERIOR ELEVATIONS
A600 FINISH PLAN, SCHEDULE, AND LEGEND
A601 SIGNAGE PLAN AND SCHEDULE
A700 DOOR & STOREFRONT SCHEDULE & LEGEND
A801 DETAILS - FRAMING
A802 DETAILS - FRAMING & WALL TYPES
A820 DETAILS - DOORS, THRESHOLDS, FLOORS, & ROOF
A830 DETAILS - STOREFRONT
A831 DETAILS - STOREFRONT
A850 DETAILS - CEILING
A851 DETAILS - CEILING
A890 DETAILS - BUILDING SIGNAGE
A891 DETAILS - BUILDING SIGNAGE
A900 DETAILS - CASEWORK

STRUCTURAL
S001 GENERAL NOTES
S002 GENERAL NOTES
S101 TYPICAL CONCRETE DETAILS
S201.1 FOUNDATION PLAN - EOC WING
S204.1 ROOF FRAMING PLAN - EOC WING
S501 EQUIPMENT ANCHORAGE DETAILS
S501.1 DETAILS

MECHANICAL
M001 NOTES, LEGEND, AND ABBREVIATIONS
M002 SCHEDULES
M200 DEMOLITION FLOOR PLAN - EOC WING
M201 DEMOLITION ROOF PLAN - EOC WING
M203 FLOOR PLAN - EOC WING
M204 ROOF PLAN - EOC WING
M801 DETAILS
M802 DETAILS
M821 CONTROL DIAGRAMS

ELECTRICAL
E000 ELECTRICAL COVERSHEET
E100 ELECTRICAL SITE PLAN
E201 ELECTRICAL POWER FLOOR PLAN
E202 ELECTRICAL LIGHTING FLOOR PLAN
E300 TITLE 24 FORMS
E400 ELECTRICAL DIAGRAMS
E500 ELECTRICAL SCHEDULES
E700 ELECTRICAL DETAILS

TECHNOLOGY
T001 TECHNOLOGY INFRASTRUCTURE LEGENDS AND NOTES
T002 TECHNOLOGY INFRASTRUCTURE LEGENDS AND LEGEND NO TES T203 TECHNOLOGY INFRASTRUCTURE PLAN - EOC WING
T204 TECHNOLOGY INFRASTRUCTURE REFLECTED CEILING PLA N -

EOC WING
T205 TELECOM PLAN - EOC WING
T401 TELECOM ENLARGED PLANS AND ELEVATIONS
T501 AUDIOVISUAL INFRASTRUCTURE ROOM RISERS
T601 TELECOM BUILDING RISER
T602 TYPICAL TELECOM RISER
T701 TECHNOLOGY INFRASTRUCTURE ELEVATIONS
T801 TECHNOLOGY INFRASTRUCTURE DETAILS
T901 TELECOM DETAILS
T902 TELECOM DETAILS

SECURITY
Y001 SECURITY SYMBOLS, LEGEND, NOTES AND SCHEDULES
Y203 SECURITY PLAN - EOC WING
Y801 SECURITY DETAILS
Y802 SECURITY DETAILS
YD203 SECURITY/TELECOM DEMO PLAN - EOC WING
TOTAL SHEET COUNT: 77

SHEET INDEX

REVISION NUMBER

KEYNOTE REFERENCE

PROPERTY LINE

REVISION CLOUD

INTERIOR ELEVATION REFERENCE

ELEVATION NUMBER & SHEET NUMBER

WINDOW REFERENCE

DOOR REFERENCE
N

DETAIL REFERENCE

SHEET NUMBER

EXTERIOR ELEVATION REFERENCE

SHEET NUMBER

SECTION REFERENCE

NORTH ARROW

CENTER LINE

WALL TYPE REFERENCE
A101
1 Ref
1 Ref
1 Ref
1 Ref
?
1 Room name
101
150 SF
1 A101
SIM
1 A101
SIM

ROOM NAME
M888
150 SF
E 888
300 TOTAL OCC RM
1i
1t
A.F.F.
1i
1'-0"
101
1 A101
SIM
1 OCCUPANCY TAG

ROOM TAG

SQUARE FOOTAGE

SPOT ELEVATION

CEILING TAG W/ HEIGHT
PL
2560 ORION WAY
CARLSBAD, CA 92010
NORTH
5 FW
Y

PALOMAR AIRPORT RD

EL CAMINO REAL

FARADAY AVE

ORION W
AY
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
AG
JS

JM ISSUED FOR CONSTRUCTION

09.01.2023

06.09.2023 BUILDING PERMIT SUBMITTAL

07.28.2023 BUILDING PERMIT SUBMITTAL 02

09.01.2023 ISSUED FOR CONSTRUCTION
12" = 1'-0"
G003 PROJECT INFO / GENERAL NOTES

CARLSBAD EOC WING RENOVATION
2560 ORION WAY
CARLSBAD, CA 92010
ACOUS. ACOUSTICAL
A.T. ACOUSTICAL
TILE
ADJ. ADJUSTABLE
A.F.F. ABOVE FINISH
FLOOR
AGR. AGGREGATE
ALUM. ALUMINUM
ANG., < ANGLE
APPROX. APPROXIMATE
ARCH. ARCHITECTURAL
A.D. AREA DRAIN
ASB. ASBESTOS
ASPH. ASPHALT
@ AT
AHU. AIR HANDLING
UNIT
BM. BEAM
BITUM. BITUMINOUS
BLDG. BUILDING
BLK. BLOCK
BLKG. BLOCKING
BD. BOARD
BTM. BOTTOM
BLDG. BUILDING
BIOHAZ. BIOHAZARD
CAB. CABINET
C.I. CAST IRON
C.B. CATCH BASIN

CBC CALIFORNIA

BUILDING CODE
CLKG. CAULKING
CLG. CEILING
CEM. CEMENT
CHILL. CHILLER
CT. CENTER
CER. CERAMIC
C.T. CERAMIC TILE

CL CENTER LINE
CLR. CLEAR
CLO. CLOSET
COL. COLUMN
CONC. CONCRETE
CONN. CONNECTION
CONSTR. CONSTRUCTION
CONT. CONTINUOUS
CORR. CORRIDOR
CNTR. COUNTER
CTSK. COUNTERSUNK
C.U. CLEAN UTILITY
DBL.

DEG.

DEPT.

DET.

DF.

DIA.

DIM.

DISP.

D.O.

DN.

DS.

DWR.

DWG.

DR. FTN.

D.S.P.
(E).

EA.

E.W.C.

ELEC.

E.P.

EL.

ELEV.

EMER.

ENCL.

EQ.

EQPT.

DOUBLE
DEGREE

DEPARTMENT
DETAIL

DOUGLAS FIR

DIAMETER

DIMENSION

DISPENSER

DOOR OPENING
DOWN

DOWNSPOUT
DRAWER

DRAWING

DRINKING

FOUNTAIN

DRY STANDPIPE

EXISTING
EACH
EAST

ELECTRIC

WATER COOLER

ELECTRICAL

PANEL BOARD

ELEVATION

ELEVATOR

EMERGENCY

ENCLOSURE
EQUAL

EQUIPMENT
SST.,S.S.,
S.STL
STD.

STA.

STL.

STOR.

STRUCT.

SUSP.

SYM.

SUPV.

S.U.

TEL.

T.V.

TER.

THK.

T.P.D.

T. & G.

T.O.C.

T.O.P.

T.O.W.

T.B.

TYP.

TOI.

U/D.

UNF.

U.N.O.

UR.

U.C.

US.

VERT.

VEST.

V.A.V.

V.C.T.

V.G.D.F.

V.I.F.

VAT
WSCT.

W.C.

WP.

WRB
WS
WT.

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WD.

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STAINLESS STEEL

STANDARD

STATION
STEEL

STORAGE

STRUCTURAL

SUSPENDED

SYMMETRICAL

SUPERVISOR

SOILED UTILITY

TELEPHONE

TELEVISION

TERRAZZO
THICK

TOILET PAPER

DISPENSER

TONGUE AND
GROOVE

TOP OF CURB
TOP OF

PAVEMENT

TOP OF WALL

TOWEL BAR
TREAD

TYPICAL
TOILET

UNDERCUT DOOR

UNFINISHED

UNLESS NOTED

OTHERWISE
URINAL

URGENT CARE

ULTRASOUND

VERTICAL

VESTIBULE

VARIABLE AIR
VOLUME
VINYL

COMPOSITE TILE

VERTICAL GRAIN

DOUGLAS FIR

VERIFY IN FIELD

VINYL ASBESTOS
TILE

WAINSCOT

WATER CLOSET

WATERPROOF
WATER

RESISTANT

GYPSUM BOARD

WOOD SCREW
WEIGHT
WEST
WITH

WITHOUT
WOOD

WASHER &
DRYER
EXST.,EXIST
EXP.

E.J.

EXPO.

EXT.

E.W.

F.O.C.

F.O.C.D.

F.O.F.

F.O.G.

F.O.S.

FI.

FT.

F.A.

F.E.

F.E.C.

FF&E
F.H.C.

FPRF.

FLASH.

F.B.

FL.

F.L.S.

EXISTING

EXPANSION

EXPANSION JOINT

EXPOSED

EXTERIOR

EACH WAY

FACE OF

CONCRETE

FACE OF CABINET
DOOR

FACE OF FINISH
FACE OF GYP. BD.

FACE OF STUD
FINISH

FEET, FOOT

FIRE ALARM
FIRE

EXTINGUISHER
FIRE

EXTINGUISHER

CABINET

FURNITURE AND

EQUIPMENT

FIRE HOSE

CABINET

FIRE PROOF

FLASHING

FLAT BAR
FLOOR

FIRE AND LIFE
SAFETY
F.D.

FLUOR.

FTG.

FDN.

F.S.

FURR.

FUT.

GALV.

GA.

GL.

G.B.

GRG
GR.

GND.

GYP.

GYP.BD.

G/C
HDWR.

HDWD.

HGT.,HT
H.C.

H.M.

HORZ.

H.B.

HR.

I.D.

INSUL.

INT.

ISOL.

JAN.

JT.

KIT.

LAB.

LAM.

LAV.

LT.

LKR.

MAT.

M.H.

MFR.

FLOOR DRAIN

FLUORESCENT

FOOTING

FOUNDATION

FULL SIZE

FURRING
FUTURE

GALVANIZED
GAUGE
GLASS

GRAB BAR

GLASS FIBER

REINFORCED
GYPSUM
GRADE
GROUND
GYPSUM
GYPSUM

WALLBOARD

GENERAL

CONTRACTOR

HARDWARE

HARDWOOD
HEIGHT

HOLLOW CORE

HOLLOW METAL

HORIZONTAL

HOSE BIBB
HOUR

INSIDE DIAMETER

INSULATION

INTERIOR

ISOLATION

JANITOR
JOINT

KITCHEN

LABORATORY

LAMINATE

LAVATORY
LIGHT
LOCKER

MATERIAL

MANHOLE

MANUFACTURER
M.O.

MAX.

MECH.

M.B.

M.C.

MEMB.

MTL.

MIN.

MIR.

MISC.

M.R.

MTD.

MUL.
(N).

NOM.

N.I.C.

N.T.S.

NO.
#
N.S.

NST.

OBS.

OFF.

O.C.

OPNG.

OPP.

O.D.

O.F.C.I.

O.F.O.I.

P.C.

PR.

P.T.D.

PTN.

PLAS.

P.LAM.

PL.

PLYWD.

PT.

P.T.

PRCST.

PTS.

Q.T.

MASONRY

OPENING MAXIMUM

MECHANICAL

MECHANICAL BOLT

MEDICINE CABINET

MEMBRANE
METAL

MINIMUM
MIRROR

MISCELLANEOUS

MOISTURE

RESISTANT

MOUNTED

MULLION
NEW

NOMINAL
NORTH

NOT IN CONTRACT

NOT TO SCALE
NUMBER
NUMBER

NURSE STATION

NON STRESS TEST

OBSERVATION
OFFICE

ON CENTER

OPENING

OPPOSITE

OUTSIDE

DIAMETER OWNER

FURNISHED,

CONTRACTOR

INSTALLED
OWNER

FURNISHED,

OWNER INSTALLED
PANTRY

POLISHED CHROME
PAIR

PAPER TOWEL

DISPENSER

PARTITION

PLASTER

PLASTIC LAMINATE
PLATE

PLYWOOD
POINT
POINT

PRECAST

PNEUMATIC TUBE

STATION

QUARRY TILE
RAD.

R.W.L.

REF.

REFR.

RGST.

REINF.

REQ.

RES.

R.D.

RM.

R.O.

SCHED.

SECT.

SHT.

SH.

SHRW.

SIM.

S.D.

S.C.

SPEC.

SQ.

RADIUS

RAIN WATER
LEADER

REFERENCE

REFRIGERATOR

REINFORCED

REQUIRED

RESILIENT
RISER

ROOF DRAIN
ROOM

ROUGH OPENING

SCHEDULE

SECTION
SHEET
SHELF
SHOWER

SIMILAR

SOAP DISPENSER

SOLID CORE
SOUTH

SPECIFICATION
SQUARE

SYMBOLS

ABBREVIATIONS DISABLED ACCESS REQUIREMENTS APPLICABLE CODES LIST OF 2022 CALIFORNIA CODE OF REGULATIONS APPLICABLE CODES AS OF JANUARY 1, 2023:
2016 AMERICANS WITH DISABILITIES ACT, (A.D.A)

CALIFORNIA CODE OF REGULATIONS
• 2022 CALIFORNIA ADMINISTRATIVE CODE (CAC)..........(PART 1, TITLE 24, CCR)
• 2022 CALIFORNIA BUILDING CODE (CBC), VOLS 1 & 2..........(PART 2, TITLE 24, CCR) (2021 EDITION INTERNATIONAL BUILDING CODE) • 2022 CALIFORNIA ELECTRICAL CODE (CEC)..........(PART 3, TITLE 24, CCR) (2020 EDITION NATIONAL BUILDING CODE)
• 2022 CALIFORNIA MECHANICAL CODE (CMC)..........(PART 4, TITLE 24, CCR) (2021 EDITION UMC UNIFORM MECHANICAL CODE)
• 2022 CALIFORNIA PLUMBING CODE (CPC)..........(PART 5, TITLE 24, CCR) (2021 EDITION UPC UNIFORM PLUMBING CODE)
• 2022 CALIFORNIA ENERGY CODE..........(PART 6, TITLE 24, CCR) (2021

EDITION IECC INTERNATIONAL ENERGY CONSERVATION CODE)
• 2022 CALIFORNIA FIRE CODE (CFC)..........(PART 9, TITLE 24, CCR) (2021

EDITION IFC INTERNATIONAL FIRE CODE)
• 2022 CALIFORNIA EXISTING BUILDING CODE..........(PART 10, TITLE 24, CCR) (2021 IEBC INTERNATIONAL EXISTING BUILDING CODE)
• 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE..........(PART 11, TITLE 24, CCR) (2021 IBC INTERNATIONAL BUILDING CODE)
• 2022 CALIFORNIA REFERENCED STANDARDS CODE..........(PART 12, TITLE 24, CCR)
NFPA 13 - 2019
NFPA 72 - 2019
PARTIAL LIST OF APPLICABLE STANDARDS:

ADA STANDARDS FOR ACCESSIBLE DESIGN
(UPDATED TITLE II & III) 2016 EDITION
2022 CALIFORNIA BUILDING CODE (FOR SFM) REFERENCED STANDARDS CHAPTER 35
NFPA 10 PORTABLE FIRE EXTINGUISHERS 2022 EDITION
NFPA 13 AUTOMATIC SPRINKLER SYSTEMS
(CALIFORNIA AMENDED) 2022 EDITION
NFPA 14 STANDPIPE SYSTEMS (CALIFORNIA AMENDED)2019 EDITION NFPA 17 DRY CHEMICAL EXTINGUISHING SYSTEMS 2021 EDITION NFPA 17A WET CHEMICAL EXTINGUISHING SYSTEMS 2021 EDITION NFPA 20 STATIONARY PUMPS 2022 EDITION
NFPA 22 WATER TANKS FOR PRIVATE PROTECTION 2023 EDITION NFPA 24 PRIVATE FIRE SERVICE MAINS
(CALIFORNIA AMENDED) 2022 EDITION
NFPA 72 NATIONAL FIRE ALARM CODE AND SIGNALING
CODE (CALIFORNIA AMENDED) (NOTE:SEE UL
STANDARD 1971 FOR "VISUAL DEVICES") 2022 EDITION
NFPA 80 FIRE DOOR & OTHER OPENING PROTECTIVES 2022 EDITION NFPA 92 STANDARD FOR SMOKE CONTROL SYSTEMS 2021 EDITION NFPA 110 EMERGENCY & STANDBY POWER SYSTEMS 2022 EDITION NFPA 253 CRITICAL RADIANT FLUX OF FLOOR COVERING
SYSTEMS 2023 EDITION
UL 464 AUDIBLE SIGNAL APPLIANCES 2021 EDITION
UL 521 HEAT DETECTORS FOR FIRE PROTECTIVE
SIGNALING SYSTEMS 2021 EDITION
CITY OF CARLSBAD:

ALL CONSTRUCTION WILL COMPLY WITH ALL CURRENT CODES: 2022 CA

BUILDING, MECHANICAL, ELECTRICAL, PLUMBING, ENERGY, GREEN AND FI RE CODES, AND THE CITY OF CARLSBAD MUNICIPAL CODE.
• MINIMUM SUBMITTAL REQUIREMENTS (B -46)
• CAP BUILDING PLAN TEMPLATE (B -55)
• STORM WATER TIER 1 SWPPP (E -29)
• DETERMINATION OF PROJECT'S SWPPP TIER LEVEL AND
CONSTRUCTION THREAT LEVEL (E -32)

GENERAL NOTES

1. THESE DRAWINGS AND SPECIFICATIONS ARE DIVIDED INTO SECTIONS FOR CONVENIENCE ONLY. CONTRACTORS, SUBCONTRACTORS AND MATERIAL

SUPPLIERS SHALL REFER TO ALL RELEVANT SECTIONS IN BIDDING AND

PERFORMING THEIR WORK, AND SHALL BE RESPONSIBLE FOR ALL

ASPECTS OF THE WORK REGARDLESS OF WHERE THE INFORMATION OCCURS IN THE DRAWINGS.

2. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON

PLANS, SECTIONS AND DETAILS, UNLESS OTHERWISE NOTED ON THE DRAWINGS; WALLS ON CONCRETE CURBS ARE DIMENSIONED TO FACE OF

CONCRETE CURB, ALL OTHER STUD WALLS ARE DIMENSIONED TO FACE OF STUD, AND STEEL COLUMNS ARE DIMENSIONED TO CENTERLINE. DO NOT SCALE THE DRAWINGS.

3. THE ARCHITECT ASSUMES RESPONSIBILITY ONLY FOR CONSTRUCTION IN

ACCORDANCE WITH THE LATEST EDITION OF DRAWING REVISIONS AND

ASSUMES NO RESPONSIBILITY FOR ANY CONSTRUCTION BASED ON BID

SETS OR ANY DRAWINGS WHICH DO NOT REFLECT APPROVAL FROM THE AUTHORITY HAVING JURISDICTION.

4. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY ITEMS

AND PROCEDURES FROM THE START OF CONSTRUCTION THROUGH
OCCUPANCY.

5. THE GENERAL CONTRACTOR SHALL VERIFY LOCATION OF TRANSFORMERS AND UNDERGROUND UTILITIES WITH APPLICABLE UTILITY COMPANIES.

6. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION

OF ALL REQUIRED ROUGH OPENINGS, TOLERANCES, AND CLEARANCES

NECESSARY TO COMPLETE THE CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.

7. SUBCONTRACTORS SHALL BE RESPONSIBLE FOR THE COORDINATION OF THEIR WORK WITH THE WORK OF OTHERS. SUBCONTRACTORS SHALL

VERIFY THAT ANY WORK RELATED TO THEM, WHICH MUST BE PROVIDED

BY OTHERS, HAS BEEN COMPLETED AND IS ADEQUATE PRIOR TO
COMMENCING THEIR WORK.

8. THE GENERAL CONTRACTOR SHALL VERIFY, AT THE SITE, ALL CONDITIONS

AFFECTING WORK AND SHALL REVIEW THE CONTRACT DOCUMENTS FOR

ANY AREAS OF QUESTION AFFECTING COST, CONSTRUCTION AND

GUARANTEE, AND ANY DRAWING, DIMENSIONAL, DETAIL OR NOTE CONFLICT, DISCREPANCY, ILLEGIBILITY OR OMISSION. ALL AREAS OF

QUESTION SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING BEFORE COMMENCING ANY WORK AND/OR SUBMITTING ANY BID.

COMMENCEMENT OF ANY WORK SHALL CONSTITUTE ACCEPTANCE BY THE CONTRACTOR OF ALL CONDITIONS AFFECTING WORK.

9. ALL CONSTRUCTION SHALL BE IN STRICT CONFORMANCE WITH THE MANUFACTURERS' LATEST SPECIFICATION. ALL DISCREPANCIES BETWEEN

THESE SPECIFICATIONS AND THE CONTRACT DOCUMENTS PREPARED BY

THE ARCHITECT AND HIS CONSULTANTS, SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE COMMENCING WORK.

10. CONCRETE PAVING AND CONCRETE FINISHES WITH GRADIENTS UNDER 5%

SHALL HAVE A NON - SLIP MEDIUM BROOM FINISH, WITH BROOM STROKES PERPENDICULAR TO THE PRIMARY DIRECTION OF TRAVEL. CONCRETE PAVING WITH GRADIENTS OVER 5% SHALL HAVE A NON -SLIP HEAVY BROOM FINISH. A ROCK SALT FINISH IS NOT ACCEPTABLE.

11. COMPLY WITH 2019 CFC CHAPTER 14 DURING ALL PHASES OF PROJECT.

DISABLED ACCESS PARKING SPACES: (PER SEC. 11B-208, 11B-502 & 11B-503) A. ACCESSIBLE SPACES SHALL BE LOCATED AS FOLLOWS PER S ECTION 11B-208:

1. ON THE SHORTEST ACCESSIBLE ROUTE TO AN ACCESSIBLE
ENTRANCE WHEN SERVING A PARTICULAR BUILDING.

2. ON THE SHORTEST ACCESSIBLE ROUTE TO AN ACCESSIBLE
ENTRANCE OF A PARKING FACILITY.

3. DISPERSED AND LOCATED ON THE SHORTEST ACCESSIBLE

ROUTE TO ACCESSIBLE ENTRANCES WHERE BUILDINGS HAVE
MULTIPLE ACCESSIBLE ENTRANCES WITH ADJACENT PARKING.

B. VAN SPACES SHALL BE A MINIMUM OF 216 INCHES LONG A ND 144 INCHES WIDE AND SHALL HAVE AN ADJACENT ACCESS AISLE. SEE SECTION 11B-502.2

1. VAN PARKING SPACES SHALL BE PERMITTED TO BE 108 INCH ES WIDE MINIMUM. HERE THE ACCESS AISLE IS 96 INCHES WIDE
MINIMUM.

C. ACCESS AISLES SHALL ADJOIN AN ACCESSIBLE ROUTE. TW O

PARKING SPACES SHALL BE PERMITTED TO SHARE A COMMON
ACCESS AISLE. SEE SECTION 11B-502.3

1. ACCESS AISLES SHALL BE A MINIMUM OF 60 INCHES WIDE AND

EXTEND THE FULL REQUIRED LENGTH OF THE PARKING SPACES
THEY SERVE.

2. ACCESS AISLES SHALL BE MARKED WITH A BLUE PAINTED

BORDERLINE AROUND THEIR PERIMETER WITH A BLUE HATCH
INSIDE AND "NO PARKING" IN WHITE LETTERING.

3. ACCESS AISLES SHALL NOT OVERLAP THE VEHICULAR WAY

AND ARE PERMITTED TO BE PLACED ON EITHER SIDE OF THE

PARKING, EXCEPT FOR VAN PARKING SPACES WHICH SHALL

HAVE ACCESS AISLES LOCATED ON THE PASSENGER SIDE
OF THE PARKING SPACES.

4. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE
PARKING SPACES THEY SERVE.

D. FLOOR AND GROUND SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT. SLOPES NOT STEEPER THAT 1:48 SHALL BE PERMITTED.

SEE SECTION 11B-502.4
E. PARKING SPACES, ACCESS AISLES AND VEHICULAR ROUTES
SERVING THEM SHALL PROVIDE A VERTICAL CLEARANCE OF 98
INCHES. SEE SECTION 11B-502.5
F. PERMANENT PARKING SPACE IDENTIFICATION SIGNS SHALL ME ET THE FOLLOWING REQUIREMENTS PER SECTION 11B-502.6:

1. INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IN WHITE ON A BLUE BACKGROUND ON A REFLECTORIZED SIGN 36
INCHES WIDE BY 36 INCHES HIGH.

2. HAVE A MINIMUM AREA OF 70 SQUARE INCHES.

3. BE LOCATED 60 INCHES FROM THE CENTERLINE OF THE

PARKING SPACE WITH ITS SIDES PARALLEL TO THE LENGTH OF

THE PARKING SPACE AND ITS LOWER CORNER AT, OR LOWER
SIDE ALIGNED WITH, THE END OF THE PARKING SPACE LENGTH.

4. BE LOCATED 60 INCHES MINIMUM ABOVE THE FINISH FLOOR OR

GROUND SURFACE, UNLESS LOCATED WITHIN A CIRCULATION
PATH, SIGNS SHALL BE AT 80 INCHES MINIMUM.

5. CONTAIN ADDITIONAL LANGUAGE OR AN ADDITIONAL SIGN

BELOW THE INTERNATIONAL SIGN OF ACCESSIBILITY SHALL
STATE "MINIMUM FINE $250" .

6. CONTAIN ADDITIONAL LANGUAGE OR AN ADDITIONAL SIGN W ITH THE DESIGNATION "VAN ACCESSIBLE" TO IDENTIFY VAN
PARKING SPACES.

7. BE VISIBLE FROM EACH PARKING SPACE AS PERMANENTLY

POSTED EITHER IMMEDIATELY ADJACENT TO THE PARKING

SPACE OR WITHIN THE PROJECTED PARKING SPACE WIDTH AT
THE HEAD END OF THE PARKING SPACE. SIGNS MAY ALSO BE

PERMANENTLY POSTED ON A WALL AT THE INTERIOR END OF
THE PARKING SPACE.

G. EACH ACCESSIBLE PARKING SPACE SHALL INCLUDE THE
INTERNATIONAL SYMBOL OF ACCESSIBILITY ON THE SURFACE. SEE SECTION 11B-502.4
H. PARKING SPACES AND ACCESS AISLES SHALL BE DESIGN ED SO THAT

CARS AND VANS, WHEN PARKED, CANNOT OBSTRUCT THE REQUIRED CLEAR WIDTH OF ADJACENT ACCESSIBLE ROUTES. SEE SECTION
11B-502.7

1. PARKING SPACES AND ACCESS AISLES SHALL BE DESIGNE D SO

THAT PERSONS USING THEM ARE NOT REQUIRED TO TRAVEL

BEHIND PARKING SPACES OTHER THAN TO PASS BEHIND THE
PARKING SPACES IN WHICH THEY PARKED.

2. A CURB OR WHEEL STOP SHALL BE PROVIDED IF REQUIRED TO

PREVENT ENCROACHMENT OF VEHICLES OVER THE REQUIRED
CLEAR WIDTH OF ADJACENT ACCESSIBLE ROUTES.

I. AN ADDITIONAL SIGN SHALL NOT BE LESS THAN 17 INCHES WIDE BY 22

INCHES HIGH AND CLEARLY STATE IN LETTERS WITH A MINIMUM HEIGHT OF 1 INCH PER SECTION 11B-502.8:
""UNAUTHORIZED" VEHICLES IN DESIGNATED ACCESSIBLE

SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR

SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH

DISABILITIES WILL BE TOWED AWAY AT THE OWNER'S
EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT: _________
OR BY TELEPHONING: _________. "
(BLANK SPACES SHALL BE FILLED IN WITH APPROPRIATE

INFORMATION AS A PERMANENT PART OF THE SIGN)
THE ADDITIONAL SIGN SHALL BE POSTED EITHER:

1. IN A CONSPICUOUS PLACE A EACH ENTRANCE TO AN OFF-

STREET PARKING FACILITY

2. OR IMMEDIATELY ADJACENT TO ON-SITE ACCESSIBLE PARKIN G AND VISIBLE FROM EACH PARKING SPACE.

J. PROVIDE A PASSENGER ACCESS AISLE, 60 INCHES WIDE AND THE

FULL LENGTH OF THE VEHICLE SPACES THEY SERVE, AND PARALL EL TO THE PASSENGER LOADING SPACE PER SECTION 11B - 503.3
THE FOLLOWING DISABLED ACCESS ITEMS ARE TAKEN FROM THE 2022 EDITION OF CALIFORNIA ADMINISTRATIVE CODE TITLE 24, 2022 CBC PER CHAPTER 11B

ALL PUBLICLY AND PRIVATELY FUNDED PUBLIC ACCOMMODATIONS AND

COMMERCIAL FACILITIES SHALL BE ACCESSIBLE TO PERSONS WITH PHYSICAL DISABILITIES AS FOLLOWS:

1. ANY BUILDING, STRUCTURE, FACILITY, COMPLEX, OR IM PROVED AREA, OR PORTIONS THEREOF, WHICH ARE USED BY THE GENERAL PUBLIC.

2. ANY SANITARY FACILITIES WHICH ARE MADE AVAILABLE FOR THE PUBLIC, CLIENTS, OR EMPLOYEES IN SUCH ACCOMMODATIONS OR FACILITIES.

3. ANY CURB OR SIDEWALK INTENDED FOR PUBLIC USE THAT IS CONSTRUCTED WITH PRIVATE FUNDS.

4. ALL EXISTING ACCOMMODATION WHEN ALTERATIONS, STR UCTURAL REPAIRS OR ADDITIONS ARE MADE TO SUCH ACCOMMODATIONS.

GENERAL: TO ASSURE THAT BARRIER-FREE DESIGN IS INCORPORATED IN ALL

BUILDINGS, FACILITIES, SITE WORK AND OTHER IMPROVEMENTS, THESE

STANDARDS APPLY TO ALL ADDITIONS, ALTERATIONS AND STRUCTURAL REPAIRS. THESE STANDARD INCORPORATE THE REQUIREMENTS COVERED IN TITLE II AND III OF THE AMERICAN WITH DISABILITIES ACT OF 1990.

NOTE: ALL FIGURES AND TABLES REFERENCED IN THIS CHECKLIST ARE PRINTED IN CALIFORNIA ADMINISTRATIVE CODE, TITLE 24.

SITE ACCESSIBILITY:

A. SITE DEVELOPMENT AND GRADING SHALL BE DESIGNED TO PROVIDE

ACCESS TO ALL ENTRANCES AND EXTERIOR GROUND FLOOR EXITS, AND

ACCESS TO NORMAL PATHS OF TRAVEL, AND WHERE NECESSARY TO PROVIDE ACCESS, SHALL INCORPORATE PEDESTRIAN RAMPS, CURB RAMPS, ETC.

B. WHEN MORE THAN ONE BUILDING OR FACILITY IS LOCATE D ON A SITE,

ACCESSIBLE ROUTES OF TRAVEL SHALL BE PROVIDED BETWEEN BUILDINGS AND ACCESSIBLE SITE FACILITIES.

C. AT EVERY PRIMARY PUBLIC ENTRANCE AND AT EVERY MAJ OR FUNCTION

ALONG OR LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL, THERE SHALL BE A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGNS

SHALL INDICATE THE DIRECTION TO ACCESSIBLE BUILDING ENTRANCES AND

FACILITIES

PROJECT SCOPE OF WORK INCLUDES BUT NOT LIMITED TO THE LIST BELOW, SEE DRAWINGS FOR ADDITIONAL SCOPE.

ARCHITECTURAL
CONVERSION OF EXISTING MEETING ROOM E185, AND A/V EQUIPMENT ROOM E186 INTO NEW COMMUNITY RISK OFFICE SPACE. COMMUNITY RISK SPACE INCLUDES 2 PRIVATE OFFICES, 9 CUBICLES, AND A CONFERENCE ROOM SHARED WITH THE NEW EOC SPACE.

CONVERSION OF EXISTING MEETING ROOMS E183 & E184 INTO NEW EOC SPACE. NEW EOC SPACE INCLUDES 6 BANKS PODS OF WORKS TATIONS AND 2 ADDITIONAL WORKSTATIONS FOR MANAGEMENT PERSONNEL.

CONVERSION OF EXISTING STORAGE E182 SPACE INTO NEW AV/IT ROOM

AND SMALLER CONFERENCE ROOM WITH MILLWORK TO SUPPORT NEW EOC SPACE.

CONVERSION OF OFFICE E180 INTO OFFICE FOR EOC DIRECTOR. NEW OFFICE WILL INCLUDE OFFICE DESK WITH MONITORS.

STRUCTURAL
NEW A/V EQUIPMENT TO BE SEISMICALLY BRACED. ELECTRICAL
TRANSFORMER TO BE SEISMICALLY BRACED IN E108.

ELECTRICAL
NEW TRANSFORMER IN EXISTING ELECTRICAL ROOM. NEW LIGHTING LAYOUT AND POWER TO BE PROVIDED.

MECHANICAL

NEW MECHANICAL DUCT DISTRIBUTION SYSTEM, NEW MINI SPLIT FOR AV/IT ROOM.

TECHNOLOGY

NEW TECHNOLOGY INFRASTRUCTURE INCLUDING DISPLAYS, NETWORK EQUIPMENT.

SECURITY
NEW CARD READERS, UPDATED SECURITY SYSTEMS WITH NEW PANELS.

NO SITE OR LANDSCAPE SCOPE AS PART OF THIS PROJECT.

DISABLED ACCESS REQUIREMENTS

SCOPE OF WORK

PROJECT INFORMATION
PROPERTY ADDRESS: 2560 ORION WAY
CARLSBAD, CA 92010
PROPERTY OWNER: CITY OF CARLSBAD

PUBLIC WORKS CONTRACTS ADMINISTRATION
1635 FARADAY AVE, CARLSBAD, CA 92008
STEVEN STEWART - FACILITIES ENGINEERING DIV.
(760) 602 -7543
[email protected]
APN: 209 -050 -26 -00
YEAR BUILT: 1985
LEGAL DESCRIPTION: LOT B*DOC82 -201566 IN
ACREAGE : 26.28
TOTAL BLDG AREA: 53,207 SQ. FT (NO CHANGE)
P&FH 1ST FLOOR AREA: 32,305 SQ. FT. (NO CHANGE)
EOC WING 1ST FLOOR AREA: 6,350 SQ. FT. (NO CHANGE)
TOTAL 1ST FLOOR AREA: 38,655 SQ. FT. (NO CHANGE)

TOTAL ALLOWABLE
AREA (TABLE 506.2): 69,000 SQ. FT. - TYPE II -B (FULLY SPRINKLERED) BUILDING HEIGHT: 30 FT (TOP OF PARAPET) NO CHANGE

TOTAL ALLOWABLE
HEIGHT (TABLE 504.3): 75' FT - TYPE II -B (FULLY SPRINKLERED) REMODELED AREA : EOC WING 6,350 SQ. FT.

SPRINKLERED: FULLY SPRINKLERED
USE AND OCCUPANCY CLASSIFICATION:

EOC WING B (BUSINESS), S -1 (STORAGE)
CONSTRUCTION TYPE CLASSIFICATION: TYPE II -B (EOC WING) WATER / WASTE: CARLSBAD MUNICIPAL WATER DISTRICT

BASED ON THE ANALYTICAL RESULTS FROM THIS SURVEY, PREPARED BY NINYO & MOORE (08.21.20), HAZARDOUS MATERIALS (HAZMAT) ARE LOCATED IN THE SUBJECT BUILDING. MATERIALS, WHICH WERE NOT

SAMPLED AS PART OF THIS ASSESSMENT, THAT ARE UNIFORM IN COLOR,

TEXTURE, CONSTRUCTION OR APPLICATION DATE, AND/OR GENERAL

APPEARANCE TO MATERIALS FOUND TO CONTAIN HAZMAT, SHOULD BE ASSUMED TO BE HAZARDOUS.

THE IDENTIFIED HAZMAT SHOULD NOT BE DISTURBED. PRIOR TO BUILDING

RENOVATION AND/OR DEMOLITION ACTIVITIES, A LICENSED HAZMAT

ABATEMENT CONTRACTOR SHOULD REMOVE THE HAZMAT IN
ACCORDANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS.

IT IS THE CONTRACTOR ’S RESPONSIBILITY TO CONFIRM HAZMAT

LOCATIONS AND QUANTITIES PRIOR TO BID SUBMITTALS AND INITIATING

RENOVATION AND/OR DEMOLITION ACTIVITIES FOR THE SUBJECT BUILDING.

CONTRACTOR TO REVIEW FULL REPORT FOR ADDITIONAL INFORMATION:

HAZARDOUS MATERIALS

HAZARDOUS BUILDING MATERIALS SURVEY

CARLSBAD SAFETY CENTER RENOVATION
2560 ORION WAY

CARLSBAD, CALIFORNIA

CITY OF CARLSBAD
1635 FARADAY AVENUE | CARLSBAD, CALIFORNIA
AUGUST 21, 2020 | PROJECT NO. 108715012
• REVISE SPRINKLER SYSTEM LAYOUT
• SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE

SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN

RESPONSIBLE CHARGE, WHO SHALL REVIEW THEM AND FORWA RD

THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT

THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND

THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE
WITH THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL

ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND

SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING
OFFICIAL.

DEFERRED SUBMITTAL

VICINITY MAP
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
AG
JS
JM

ISSUED FOR CONSTRUCTION

09.01.2023

06.09.2023 BUILDING PERMIT SUBMITTAL

07.28.2023 BUILDING PERMIT SUBMITTAL 02

09.01.2023 ISSUED FOR CONSTRUCTION
G004 GENERAL NOTES / CALIFORNIA GREEN

BUILDING STANDARDS

CARLSBAD EOC WING RENOVATION
2560 ORION WAY
CARLSBAD, CA 92010

THE FOLLOWING NON -RESIDENTIAL GREEN BUILDING STANDARDS ARE TAKEN FROM THE 2022 EDITION OF CALIFORNIA GREEN BUILDING STANDARDS CODE, CHAPTER 5 NONRESIDENTIAL MANDATORY MEASURES:

A. PRIOR TO FINAL INSPECTION THE LICENSED CONTRACTOR,

ARCHITECT OR ENGINEER IN RESPONSIBLE CHARGE OF THE OVERALL

CONSTRUCTION MUST PROVIDE TO THE BUILDING DEPARTMENT

OFFICIAL WRITTEN VERIFICATION THAT ALL APPLICABLE PROVISIONS

FROM THE GREEN BUILDING STANDARDS CODE HAVE BEEN
IMPLEMENTED AS PART OF THE CONSTRUCTION. (CGC 102.3)
B. ELECTRIC VEHICLE (EV) CHARGING : [N] CONSTRUCTION SHALL COMPLY WITH SECTION 5.106.5.3.1 OR SECTION 5.106.5.3.2. OF 2022

CALIFORNIA GREEN BUILDING STANDARDS CODE TO FACILITATE

FUTURE INSTALLATION OF ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE). WHEN EVSE(S) IS/ARE INSTALLED, IT SHALL BE IN

ACCORDANCE WITH THE CALIFORNIA BUILDING CODE, THE
CALIFORNIA ELECRICAL CODE AND AS FOLLOWS:

1. SINGLE CHARGING SPACE REQUIRMENTS: [N] WHEN ONLY A
SINGLE CHARGING SPACE IS REQUIRED PER TABLE 5.106.5.3.3, A

RACEWAY IS REQUIRED TO BE INSTALLED AT THE TIME OF

CONSTRUCTION AND SHALL BE INSTALLED IN ACCORDANCE
WITH THE CALIFORNIA ELECTRICAL CODE. CONSTRUCTION

PLANS AND SPECIFICATIONS SHALL INCLUDE, BUT ARE
NOT LIMITED TO, THE FOLLOWING:
• THE TYPE AND LOCATION OF THE EVSE.
• A LISTED RACEWAY CAPABLE OF ACCOMMODATING A 208/240-
VOLT DEDICATED BRANCH CIRCUIT.
• THE RACEWAYSHALL NOT BE LESS THAN TRADE SIZE 1".
• THE RACEWAY SHALL ORIGINATE AT A SERVICE PANEL OR A

SUBPANEL SERVING THE AREA, AND SHALL TERMINATE IN

CLOSE PROXIMITY TO THE PROPOSED LOCATION OF THE

CHARGING EQUIPMENT AND INTO A LISTED SUITABLE CABINET,
BOX, ENCLOSURE OR EQUIVALENT.
• THE SERVICE PANEL OR SUBPANEL SHALL HAVE SUFFICIENT
CAPACITY TO ACCOMMODATE A MINIMUN 40 -AMPRERE

DEDICATED BRANCH CIRCUIT FOR THE FUTURE INSTALLATION
OF THE EVSE.

2. MULTIPLE CHARGING SPACE REQUIRMENTS: [N] WHEN

MULTIPLE CHARGING SPACES ARE REQUIRED PER TABLE

5.106.5.3.3 RACEWAY(S) IS/ARE REQUIRED TO BE INSTALLED AT

THE TIME OF CONSTRUCTION AND SHALL BE INSTALLED IN
ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE.

CONSTRUCTION PLANS AND SPECIFICATIONS SHALL INCLUDE,
BUT ARE NOT LIMITED TO, THE FOLLOWING:
• THE TYPE AND LOCATION OF THE EVSE.
• THE RACEWAY(S) SHALL ORIGINATE AT A SERVICE PANEL OR A

SUBPANEL(S) SERVING THE AREA, AND SHALL TERMINATE IN

CLOSE PROXIMITY TO THE PROPOSED LOCATION OF THE

CHARGING EQUIPMENT AND INTO LISTED SUITABLE CABINET(S), BOX(S), ENCLOSURE(S) OR EQUIVALENT.
• PLAN DESIGN SHALL BE BASED UPON 40 -AMPRERE MINIMUN
BRANCH CIRCUITS.
• ELECTRICAL CALCULATIONS SHALL SUBSTANTIATE THE DESIGN

OF THE ELECTRICAL SYSTEM, TO INCLUDE THE RATING OF

EQUIPMENT AND ANY ON -SITE DISTRIBUTION TRANSFORMERS

AND HAVE SUFFICIENT CAPACITY TO SIMULTANEOUSLY CHARGE
ALL REQUIRED EVS AT ITS FULL RATED AMPERAGE.
• THE SERVICE PANEL OR SUBPANEL(S) SHALL HAVE SUFFICIENT

CAPACITY TO ACCOMMODATE THE REQUIRED NUMBER OF

DEDICATED BRANCH CIRCUIT(S) FOR THE FUTURE
INSTALLATION OF THE EVSE.

3. EV CHARGING SPACE CALCULATIONS: [N] TABLE 5.106.5.3.3

SHALL BE USED TO DETERMINE IF SINGLE OR MULTIPLE

CHARGING SPACE REQUIREMENTS APPLY FOR THE FUTURE
INSTALLATION OF EVSE.

EXCEPTIONS: ON A CASE -BY -CASE BASIS WHERE THE LOCAL

ENFORCING AGENCY HAS DETERMINED EV CHARGING AND

INFRASTRUCTURE IS NOT FEASIBLE BASED UPON ONE OR MORE
OF THE FOLLOWING CONDITIONS:
• WHERE THERE IS INSUFFICIENT ELECTRICAL SUPPLY.
• WHERE THERE IS EVIDENCE SUITABLE TO THE LOCAL

ENFORCING AGENCY SUBSTANTIATING THAT ADDITIONAL LOCAL

UTILITY INFRASTRUCTURE DESIGN REQUIREMENTS, DIRECTLY
RELATED TO THE IMPLEMENTATION OF SECTION 5.106.5.3, MAY

ADVERSELY IMPACT THE CONSTRUCTION COST OF THE
PROJECT.

NON -RESIDENTIAL GREEN BUILDING

STANDARDS

3. FOR ADDITIONS OR ALTERATIONS THAT ADD 10 OR MORE

TENANT -OCCUPANT VEHICULAR PARKING SPACES, PROVIDE
SECURE BICYCLE PARKING FOR 5 PERCENT OF THE VEHICULAR

PARKING SPACES BEING ADDED, WITH A MINIMUM OF ONE
BICYCLE PARKING FACILITY.

4. FOR NEW SHELL BUILDINGS IN PHASED PROJECTS PROVIDE
SECURE BICYCLE PARKING FOR 5 PERCENT OF THE

ANTICIPATED TENANT -OCCUPANT VEHICULAR PARKING SPACES
WITH A MINIMUM OF ONE BICYCLE PARKING FACILITY.

5. ACCEPTABLE PARKING FACILITIES SHALL BE CONVENIENT FROM THE STREET AND SHALL MEET ONE OF THE FOLLOWING:
• COVERED, LOCKABLE ENCLOSURES WITH PERMANENTLY
ANCHORED RACKS FOR BICYCLES;
• LOCKABLE BICYCLE ROOMS WITH PERMAMENTLY ANCHORED
RACKS; OR
• LOCKABLE, PERMANENTLY ANCHORED BICYCLE LOCKERS.

D. DESIGNATED PARKING FOR CLEAN AIR VEHICLES: IN NEW PROJECTS OR ALTERATIONS THAT ADD 10 OR MORE VEHICULAR PARKING

SPACES, PROVIDE DESIGNATED PARKING FOR ANY COMBINATION OF

LOW -EMITTING, FUEL -EFFICIENT AND CARPOOL/VAN VEHICLES AS FOLLOW:
• PARKING STALL MARKING: PAINT, IN THE PAINT USED FOR

STALL STRIPING, THE FOLLOWING CHARACTERS SUCH THAT

THE LOWER EDGE OF THE LAST WORD ALIGNS WITH THE END

OF THE STALL STRIPING AND IS VISIBLE BENEATH A PARKED
VEHICLE: CLEAN AIR / VANPOOL / EV
• NOTE: VEHICLES BEARING CLEAN AIR VEHICLE STICKERS FROM

EXPIRED HOV LANE PROGRAMS MAY BE CONSIDERED ELIGIBLE
FOR DESIGNATED PARKING SPACES.

E. LIGHT POLLUTION REDUCTION: [N] OUTDOOR LIGHTING SYSTEMS

SHALL BE DESIGNED AND INSTALLED TO COMPLY WITH THE
FOLLOWING:
• THE MINIMUM REQUIREMENTS IN THE CALIFORNIA ENERGY
CODE FOR LIGHTING ZONES 0 -4 AS DEFINED IN CHAPTER 10,
SECTION 10 -114 OF THE CALIFORNIA ADMINISTRATIVE CODE;
AND
• BACKLIGHT (B) RATINGS AS DEFINED IN IES TM -15 -11 (SHOWN IN TABLE A -1 IN CHAPTER 8);
• UPLIGHT AND GLARE RATINGS AS DEFINED IN CALIFORNIA
ENERGY CODE (SHOWN IN TABLES 130.2 -A AND 130.2 -B IN
CHAPTER 8) AND
• ALLOWABLE BUG RATINGS NOT EXCEEDING THOSE SHOWN IN
TABLE 5.106.8 [N], OR

COMPLY WITH A LOCAL ORDINANCE LAWFULLY ENACTED
PURSUANT TO SECTION 101.7, WHICHEVER IS MORE STRINGENT.

EXCEPTIONS: [N]
• LUMINAIRES THAT QUALIFY AS EXCEPTIONS IN SECTION 140.7

OF THE CALIFORNIA ENERGY CODE
• EMERGENCY LIGHTING.
• BUILDING FACADE MEETING THE REQUIREMENTS IN TABLE
140.7 -B OF THE CALIFORNIA ENERGY CODE, PART 6.
• CUSTOM LIGHTING FEATURES AS ALLOWED BY THE LOCAL
ENFORCING AGENCY, AS PERMITTED BY SECTION 101.8

ALTERNATE MATERIALS, DESIGNS AND METHODS OF
CONSTRUCTION.

F. MOISTURE CONTROL: EMPLOY MOISTURE CONTROL MEASURES
BY THE FOLLOWING METHODS:

1. SPRINKLERS : DESIGN AND MAINTAIN LANDSCAPE

IRRIGATION SYSTEMS TO PREVENT SPRAY ON
STRUCTURES.

2. ENTRIES AND OPENINGS: DESIGN EXTERIOR ENTRIES

AND/OR OPENINGS SUBJECT TO FOOT TRAFFIC OR WIND -

DRIVEN RAIN TO PREVENT WATER INTRUSION INTO
BUILDINGS AS FOLLOWS:
• EXTERIOR DOOR PROTECTION : PRIMARY EXTERIOR ENTRIES

SHALL BE COVERED TO PREVENT WATER INTRUSION BY USING
NONABSORBENT FLOOR AND WALL FINISHES WITHIN AT LEAST 2

FEET AROUND AND PERPENDICULAR TO SUCH OPENINGS PLUS
AT LEAST ONE OF THE FOLLOWING:
a. AN INSTALLED AWNING AT LEAST 4 FEET IN DEPTH.
b. THE DOOR IS PROTECTED BY A ROOF OVERHANG AT
LEAST 4 FEET IN DEPTH.
c. THE DOOR IS RECESSED AT LEAST 4 FEET.
d. OTHER METHODS WHICH PROVIDE EQUIVALENT
PROTECTION.
• FLASHING : INSTALL FLASHINGS INTEGRATED WITH A DRAINAGE PLANE.

G. CONSTRUCTION WASTE MANAGEMENT: RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 65 PERCENT OF THE NONHAZARDOUS

CONSTRUCTION AND DEMOLITION WASTE IN ACCORDANCE WITH
SECTION 5.408.1.1, 5.408.1.2 OR 5.408.1.3; OR MEET A LOCAL

CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT ORDINANCE, WHICHEVER IS MORE STRINGENT.

1. CONSTRUCTION WASTE MANAGEMENT : RECYCLE AND/OR
SALVAGE FOR REUSE A MINIMUM OF 65 PERCENT OF THE

NONHAZARDOUS CONSTRUCTION AND DEMOLITION WASTE IN
ACCORDANCE WITH SECTION 5.408.1.1, 5.408.1.2 OR 5.408.1.3; OR

MEET A LOCAL CONSTRUCTION AND DEMOLITION WASTE
MANAGEMENT ORDINANCE, WHICHEVER IS MORE STRINGENT.
• CONSTRUCTION WASTE MANAGEMENT PLAN : WHERE A

LOCAL JURISDICTION DOES NOT HAVE A CONSTRUCTION

AND DEMOLITION WASTE MANAGEMENT ORDINANCE THAT

IS MORE STRINGENT, SUBMIT A CONSTRUCTION WASTE

MANAGEMENT PLAN THAT
a. IDENTIFIES THE CONSTRUCTION AND DEMOLITION WASTE

MATERIALS TO BE DIVERTED FROM DISPOSAL BY

EFFICIENT USAGE, RECYCLING, REUSE ON THE PROJECT
OR SALVAGE FOR FUTURE USE OR SALE.
b. DETERMINES IF CONSTRUCTION AND DEMOLITION WASTE

MATERIALS WILL BE SORTED ON -SITE (SOURCE -
SEPARATED) OR BULK MIXED (SINGLE STREAM).
c. IDENTIFIES DIVERSION FACILITIES WHERE CONSTRUCTION

AND DEMOLITION WASTE MATERIAL COLLECTED WILL BE
TAKEN.
d. SPECIFIES THAT THE AMOUNT OF CONSTRUCTION AND

DEMOLITION WASTE MATERIALS DIVERTED SHALL BE
CALCULATED BY WEIGHT OR VOLUME, BUT NOT BY BOTH.

2. WASTE STREAM REDUCTION ALTERNATIVE : THE COMBINED

WEIGHT OF NEW CONSTRUCTION DISPOSAL THAT DOES NOT

EXCEED TWO POUNDS PER SQUARE FOOT OF BUILDING AREA
MAY BE DEEMED TO MEET THE 65 PERCENT MINIMUM
REQUIREMENT AS APPROVED BY THE ENFORCING AGENCY.

3. DOCUMENTATION : DOCUMENTATION SHALL BE PROVIDED TO

THE ENFORCING AGENCY WHICH DEMONSTRATES COMPLIANCE
WITH SECTIONS 5.408.1.1 THROUGH 5.408.1.3. THE WASTE

MANAGEMENT PLAN SHALL BE UPDATED AS NECESSARY AND

SHALL BE ACCESSIBLE DURING CONSTRUCTION FOR
EXAMINATION BY THE ENFORCING AGENCY.

H. EXCAVATED SOIL AND LAND CLEARING DEBRIS : 100 PERCENT OF

TREES, STUMPS, ROCKS AND ASSOCIATED VEGETATION AND SOILS

RESULTING PRIMARILY FROM LAND CLEARING SHALL BE REUSED OR RECYCLED. FOR A PHASED PROJECT, SUCH MATERIAL MAY BE
STOCKPILED ON SITE UNTIL THE STORAGE SITE IS DEVELOPED.

EXCEPTION: REUSE, EITHER ON -OR OFF -SITE, OF VEGETATION OR SOIL CONTAMINATED BY DISEASE OR PEST INFESTATION.

I. RECYCLING BY OCCUPANTS : PROVIDE READILY ACCESSIBLE AREAS

THAT SERVE THE ENTIRE BUILDING AND ARE IDENTIFIED FOR THE

DEPOSITING, STORAGE AND COLLECTION OF NON -HAZARDOUS

MATERIALS FOR RECYCLING, INCLUDING (AT A MINIMUM) PAPER,

CORRUGATED CARDBOARD, GLASS, PLASTICS, ORGANIC WASTE, AND

METALS OR MEET A LAWFULLY ENACTED LOCAL RECYCLING
ORDINANCE, IF MORE RESTRICTIVE.

EXCEPTION: RURAL JURISDICTIONS THAT MEET AND APPLY FOR THE EXEMPTION IN PUBLIC RESOURCES CODE 42649.82 (A)(2)(A) ET SEQ.

SHALL ALSO BE EXEMPT FROM THE ORGANIC WASTE PORTION OF
THIS SECTION.

J. DOCUMENTATION AND TRAINING : [N] A SYSTEMS MANUAL AND

SYSTEMS OPERATIONS TRAINING ARE REQUIRED, INCLUDING

OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) REQUIREMENTS IN CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 8, SECTION 5142, AND OTHER RELATED REGULATIONS.

1. SYSTEMS MANUAL: [N] DOCUMENTATION OF THE OPERATIONAL

ASPECTS OF THE BUILDING SHALL BE COMPLETED WITHIN THE

SYSTEMS MANUAL AND DELIVERED TO THE BUILDING OWNER
OR REPRESENTATIVE. THE SYSTEMS MANUAL SHALL INCLUDE
THE FOLLOWING:
a. SITE INFORMATION, INCLUDING FACILITY DESCRIPTION,
HISTORY AND CURRENT REQUIREMENTS.
b. SITE CONTACT INFORMATION.
c. BASIC OPERATIONS AND MAINTENANCE, INCLUDING

GENERAL SITE OPERATING PROCEDURES, BASIC

TROUBLESHOOTING, RECOMMENDED MAINTENANCE
REQUIREMENTS, SITE EVENTS LOG.
d. MAJOR SYSTEMS.
e. SITE EQUIPMENT INVENTORY AND MAINTENANCE NOTES.
f. A COPY OF VERIFICATIONS REQUIRED BY THE ENFORCING
AGENCY OR THIS CODE.
g. OTHER RESOURCES AND DOCUMENTATION, IF
APPLICABLE.

K. COVERING OF DUCT OPENINGS AND PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION : AT THE TIME OF ROUGH

INSTALLATION AND DURING STORAGE ON THE CONSTRUCTION SITE

UNTIL FINAL STARTUP OF THE HEATING, COOLING AND VENTILATING

EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION

COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC,

SHEETMETAL OR OTHER METHODS ACCEPTABLE TO THE ENFORCING

AGENCY TO REDUCE THE AMOUNT OF DUST, WATER AND DEBRIS
WHICH MAY ENTER THE SYSTEM.

L. FINISH MATERIAL POLLUTANT CONTROL : FINISH MATERIALS SHALL COMPLY WITH SECTIONS 5.504.4.1 THROUGH 5.504.4.5 OF CGC. ( ADHESIVES, SEALANTS AND CAULKS, PAINTS AND COATINGS,

CARPET SYSTEMS AND COMPOSITE WOOD PRODUCTS)
M. FILTERS : IN MECHANICALLY VENTILATED BUILDINGS, PROVIDE

REGULARLY OCCUPIED AREAS OF THE BUILDING WITH AIR

FILTRATION MEDIA FOR OUTSIDE AND RETURN AIR THAT PROVIDES AT LEAST A MINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 13.

MERV 13 FILTERS SHALL BE INSTALLED PRIOR TO OCCUPANCY, AND

RECOMMENDATIONS FOR MAINTENANCE WITH FILTERS OF THE SAME

VALUE SHALL BE INCLUDED IN THE OPERATION AND MAINTENANCE MANUAL.

EXCEPTION: EXISTING MECHANICAL EQUIPMENT.

N. ENVIRONMENTAL TOBACCO SMOKE (ETS) CONTROL : WHERE

OUTDOOR AREAS ARE PROVIDED FOR SMOKING, PROHIBIT SMOKING WITHIN 25 FEET OF BUILDING ENTRIES, OUTDOOR AIR INTAKES AND

OPERABLE WINDOWS AND WITHIN THE BUILDING AS ALREADY
PROHIBITED BY OTHER LAWS OR REGULATIONS; OR AS ENFORCED BY

ORDINANCES, REGULATIONS OR POLICIES OF ANY CITY, COUNTY,

CITY AND COUNTY, CALIFORNIA COMMUNITY COLLEGE, CAMPUS OF

THE CALIFORNIA STATE UNIVERSITY, OR CAMPUS OF THE UNIVERSITY OF CALIFORNIA, WHICHEVER ARE MORE STRINGENT. WHEN

ORDINANCES, REGULATIONS OR POLICIES ARE NOT IN PLACE, POST SIGNAGE TO INFORM BUILDING OCCUPANTS OF THE PROHIBITIONS.

O. EXTERIOR NOISE TRANSMISSION, PRESCRIPTIVE METHOD : WALL

AND ROOF -CEILING ASSEMBLIES EXPOSED TO THE NOISE SOURCE

MAKING UP THE BUILDING OR ADDITION ENVELOPE OR ALTERED
ENVELOPE SHALL MEET A COMPOSITE STC RATING OF AT LEAST 50 OR A COMPOSITE OITC RATING OF NO LESS THAN 40, WITH
EXTERIOR WINDOWS OF A MINIMUM STC OF 40 OR OITC OF 30 IN THE FOLLOWING LOCATIONS:
• WITHIN THE 65 CNEL NOISE CONTOUR OF AN AIRPORT.
• WITHIN THE 65 CNEL OR LDN NOISE CONTOUR OF A FREEWAY

OR EXPRESSWAY, RAILROAD, INDUSTRIAL SOURCE OR FIXED -

GUIDEWAY SOURCE AS DETERMINED BY THE NOISE ELEMENT
OF THE GENERAL PLAN.

P. INTERIOR SOUND TRANSMISSION : WALL AND FLOOR -CEILING

ASSEMBLIES SEPARATING TENANT SPACES AND TENANT SPACES
AND PUBLIC PLACES SHALL HAVE AN STC OF AT LEAST 40.

Q. OZONE DEPLETION AND GREENHOUSE GAS REDUCTIONS

1. CHLOROFLUOROCARBONS (CFCS) : INSTALL HVAC,

REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT THAT
DO NOT CONTAIN CFCS.

2. HALONS: INSTALL HVAC, REFRIGERATION AND FIRE
SUPPRESSION EQUIPMENT THAT DO NOT CONTAIN HALONS.

R. WATER REDUCTION

MAXIMUM FIXTURE FLOW RATES SHALL COMPLY WITH THE
FOLLOWING:

C. BICYCLE PARKING: [BSC -CG] COMPLY WITH SECTIONS 5.106.4.1.1 AND

5.106.4.1.2; OR MEET THE APPLICABLE LOCAL ORDINANCE,
WHICHEVER IS STRICTER.

1. SHORT -TERM BICYCLE PARKING: IF THE NEW PROJECT OR AN

ADDITION OR ALTERATION IS ANTICIPATED TO GENERATE

VISITOR TRAFFIC, PROVIDE PERMANENTLY ANCHORED
BICYCLE RACKS WITHIN 200 FEET OF THE VISITORS' ENTRANCE, READILY VISIBLE TO PASSERS -BY, FOR 5 PERCENT OF NEW

VISITOR MOTORIZED VEHICLE PARKING SPACES BEBING ADDED,
WITH A MINIMUM OF ONE TWO -BIKE CAPACITY RACK.

EXCEPTION: ADDITIONS OR ALTERATIONS WHICH ADD NINE OR
LESS VISITOR VEHICULAR PARKING SPACES.

2. LONG -TERM BICYCLE PARKING: FOR NEW BUILDINGS WITH
TENANT SPACES THAT HAVE 10 OR MORE TENANT -OCCUPANTS
OR FOR ADDITIONS OR ALTERATIONS THAT ADD 10 OR MORE

TENANT VEHICULAR PARKING SPACES, PROVIDE SECURE
BICYCLE PARKING FOR 5 PERCENT OF THE TENANT -OCCUPANT

VEHICULAR PARKING SPACES BEING ADDED, WITH A MINIMUM
OF ONE VEHICLE PARKING FACILITY.

FIRE PENETRATION GENERAL NOTES
• PENETRATIONS OF FIRE WALLS SHALL BE PROTECTED WITH

THROUGH -PENETRATION FIRE STOPS AND MEMBRANE -
PENETRATION FIRE STOPS IN ACCORDANCE WITH IBC SECTION 714. • PENETRATIONS OF FIRE -RESISTIVE WALLS, FLOOR -CEILINGS AND

ROOF -CEILINGS SHALL BE PROTECTED AS REQUIRED IN CBC
SECTION 714
• STEEL ELECTRICAL OUTLET BOXES AT FIRE BARRIER WALLS SHALL NOT EXCEED 16 SQ IN, SHALL NOT EXCEED 100 SQUARE INCHES PER 100 SQ FT OF WALL, AND SHALL BE SEPARATED BY A HORIZONTAL

DISTANCE OF TWENTY -FOUR INCHES WHEN ON OPPOSITE SIDES OF A WALL. SECTION 714.4.2
+25
+25

45.5" WS EXIST'G TB

PER CLIENT
10 11 12 13
G
H
J
K
L
14 15 16
607 SF
5 HALLWAY
101- 150
241 SF
2 MEN
E105- 150
183 SF
2 E.O.C.

DIRECTOR
109B 100
2052 SF
42 E.O.C.
106B 50
47 SF
ELECT.

E108- 0
97 SF
1 CUST.

E187S-1 300
271 SF
2 ENTRY
100- 150
160 SF
2 WOMEN
E104- 150

REQUIRED PROVIDED
DOOR

6.2" 34"

REQUIRED PROVIDED
DOOR

4.8" 34"REQUIRED PROVIDED
DOOR
8" 68"
23 21 + 2
138 SF
10 CONFERENCE
ROOM
107B 15
10 21
21 31
21 + 10
237 SF
16 CONFERENCE
ROOM
105B 15
885 SF
6 COMMUNITY
RISK
102B 150
17 2
2 136 SF
1 OFFICE
103B 150
136 SF
1 OFFICE
104B 150
6 8
6 + 2
10 8 + 2
27 10 + 17
38 27 + 11
147 SF
1 AV/IT
108S-1 3001
2 24
23 + 1
1 193 SF

HALLWAY
E172- 0
55 SF
GENDER

NEUTRAL
E174- 0
52 SF
GENDER

NEUTRAL
E173- 0
171 SF
2 RECORDS

SUPERVISOR
110B 150
474 SF
4 LOBBY
E101B 150
64' - 11"/3 = 21' - 8"
64' - 11"
(80.50')
(37.00')
EXIT A
EXIT B
EXIT C
FE
FE
R 75' - 0"
R 75' - 0"
(91.75')

EQUIPPED WITH

PANIC HARDWARE

EQUIPPED WITH

PANIC HARDWARE

EQUIPPED WITH

PANIC HARDWARE
> 21' - 8", OK
43' - 11"
2 5
2 28 SF
1 VESTIBULE
E177- 150
2 3
2 + 1
7 5 + 2
40 38 + 2
10 7 + 3
Sign: 105D
Sign: 105C
Sign: 102B
Sign: 100B
Sign: 106B
Sign: 106C
Sign: E172
Sign: 101C

OCCUPANT

GROUP ROOM NUMBER

OCCUPANT LOAD FACTOR

ROOM FLOOR AREACALCULATED

OCCUPANT LOAD

ROOM NUMBER, WHERE

FULL TAG NOT SHOWN
(SEE TABLE FOR

OCCUPANT LOAD

CALCULATION)

REQUIRED PROVIDED
DOOR

9.8" 0"
EXIT AEXIT DOOR I.D.
#
#
# + #

OCCUPANT LOAD

CUMULATIVE OCCUPANT LOAD

0.2" X OCCUPANT

LOAD SERVED
DOOR

CLEARANCE

PROVIDED

ACCESSIBLE MEANS PATH OF TRAVEL

FARTHEST POINT
(XX.00)

FARTHEST TRAVEL

DISTANCE

EXISTING FIRE EXTINGUISHER CABINET
(DECIMAL FEET)
FE
ILLUMINATED EXIT SIGN, SEE E202 FOR

MORE INFORMATION
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION:ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
AG
JS

JMISSUED FOR CONSTRUCTION

09.01.2023

06.09.2023 BUILDING PERMIT SUBMITTAL

07.28.2023 BUILDING PERMIT SUBMITTAL 02

09.01.2023 ISSUED FOR CONSTRUCTION
As indicated
G005 EGRESS/CODE ANALYSIS - EOC WING

CARLSBAD EOC WING RENOVATION
2560 ORION WAY
CARLSBAD, CA 92010
SCALE: 1/8" = 1'-0"
REF: A300
G005
1 EGRESS PLAN - EOC WING
0' 4' 8' 16' 32'N
SCALE: 1/8" = 1'-0" (1:96)
EXIT "A"
OCCUPANT LOAD = 13 OCCUPANTS
40 X 0.2 = 8" EXIT DOOR REQUIRED; 68" CLEAR PROVIDED
BETWEEN 2 EXIT DOORS
EXIT "B"
OCCUPANT LOAD = 24 OCCUPANTS
24 X 0.2 = 4.8" EXIT DOOR REQUIRED; 34" CLEAR PROVIDED
EXIT "C"
OCCUPANT LOAD = 31 OCCUPANTS
31 X 0.2 = 6.2" EXIT DOOR REQUIRED; 34" CLEAR PROVIDED
EXIT ACCESS DOORWAYS (1005.3.2 EGRESS WIDTH PER OCCUPANT

SERVED)

EGRESS ANALYSIS
ROOM # ROOM NAME
OCC.

GROUP
(CBC 303.4) AREA ROOM FUNCTION (CBC 1004.5)
OCC. LOAD
FACTOR
(CBC 1004.5)
O.L.F.

TYPE
OCC.

LOAD COMMENTS
100 ENTRY B 271 SF - 150 GROSS 2
101 HALLWAY B 607 SF - 150 GROSS 5
102 COMMUNITY RISK B 885 SF BUSINESS AREA 150 GROSS 6
103 OFFICE B 136 SF BUSINESS AREA 150 GROSS 1
104 OFFICE B 136 SF BUSINESS AREA 150 GROSS 1
105 CONFERENCE ROOM B 237 SF BUSINESS AREA 15 GROSS 16
106 E.O.C. B 2052 SF BUSINESS AREA - CONCENTRATED BUSINESS USE AREA PER CBC 2022 SEC.1004.8 50 GROSS 42 107 CONFERENCE ROOM B 138 SF BUSINESS AREA 15 GROSS 10
108 AV/IT S-1 147 SF ACCESSORY STORAGE AREAS, MECH. EQUIP. ROOM 300 GROSS 1 109 E.O.C. DIRECTOR B 183 SF BUSINESS AREA 150 GROSS 2
E104 WOMEN B 160 SF - 150 GROSS 2
E105 MEN B 241 SF - 150 GROSS 2
E177 VESTIBULE B 28 SF - 150 GROSS 1
E187 CUST. S-1 97 SF ACCESSORY STORAGE AREAS, MECH. EQUIP. ROOM 300 GROSS 1 5319 SF 91

RELEVENT CODE SECTIONS

EGRESS PLAN LEGEND

EXIT ACCESS DOORWAYS
SIGN
#. ROOM NAME SIGN DESCRIPTION DETAIL

USER SPECIFIED
TEXT
100B ENTRY TACTILE EXIT SIGN 1A/A891 (Room Name)
101C HALLWAY TACTILE EXIT SIGN 1A/A891 (Room Name)
102B COMMUNITY RISK TACTILE EXIT ROUTE SIGN 1B/A891 (Room Name) 105C CONFERENCE ROOM TACTILE EXIT ROUTE SIGN 1B/A891 (Room Name) 105D CONFERENCE ROOM TACTILE EXIT ROUTE SIGN 1B/A891 (Room Name) 106B E.O.C. TACTILE EXIT ROUTE SIGN 1B/A891 (Room Name) 106C E.O.C. TACTILE EXIT SIGN 1A/A891 (Room Name)
E172 HALLWAY TACTILE EXIT ROUTE SIGN 1B/A891 (Room Name)

EXIT SIGNAGE
NOTE: SEE A601 FOR FULL SIGNAGE PLAN AND SCHEDULE, AND
SIGNAGE DETAILS ON A891.
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
AG
JS
JM

ISSUED FOR CONSTRUCTION

09.01.2023

06.09.2023 BUILDING PERMIT SUBMITTAL

07.28.2023 BUILDING PERMIT SUBMITTAL 02

09.01.2023 ISSUED FOR CONSTRUCTION
G006 CALGREEN CHECKLIST

CARLSBAD EOC WING RENOVATION
2560 ORION WAY
CARLSBAD, CA 92010
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
AG
JS
JM

ISSUED FOR CONSTRUCTION

09.01.2023

06.09.2023 BUILDING PERMIT SUBMITTAL

07.28.2023 BUILDING PERMIT SUBMITTAL 02

09.01.2023 ISSUED FOR CONSTRUCTION
G007 CALGREEN CHECKLIST

CARLSBAD EOC WING RENOVATION
2560 ORION WAY
CARLSBAD, CA 92010
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
AG
JS
JM

ISSUED FOR CONSTRUCTION

09.01.2023

06.09.2023 BUILDING PERMIT SUBMITTAL

07.28.2023 BUILDING PERMIT SUBMITTAL 02

09.01.2023 ISSUED FOR CONSTRUCTION
G008 CALGREEN CHECKLIST

CARLSBAD EOC WING RENOVATION
2560 ORION WAY
CARLSBAD, CA 92010
1' -6"
24" MAX.
38" -43" A.F.F.

HI -LOW DRINKING

FOUNTAIN

FACE OF
WALL

FACE OF
WALL
30" x 48"
FLOOR
SPACE

ELEVATION
PLAN

SIDE VIEW
27" MIN.
36" MAX.
16" MIN. 1' - 4" MIN.

EQ EQ

FLOOR SPACE
32" CLR
MIN.
1' - 6"
5" MAX.

A. ALL ACCESSORIES TO BE ACCESSIBLE UNLESS NOTED OTHERWISE.

B. ALL ITEMS SHOWN NOT NECESSARILY USED.

C. FOR MIRROR INSTALLATION ABOVE CERAMIC TILE (CT) PROVIDE

HARDBOARD FURRING BEHIND MIRROR FLUSH WITH FACE OF CT
WAINSCOT. HOLD EDGE BACK FROM EDGE OR MIRROR. SEAL THE
RESULTING REVEAL WITH SANITARY SEALANT.

D. PROVIDE MOUNTING SUPPORTS AT ALL SHELVES, TOILET ACCESSORIES,

MIRRORS, CLOCKS, CHALK BOARDS, MARKER BOARDS, WALL HOOKS,

COAT RACKS/HOOKS, WOOD TRIM, DOOR BUMPERS, FIRE EXTINGUISHERS

AND OTHER ITEMS TO BE SECURED TO WALL UNLESS OTHER MEANS OF SUPPORT ARE INDICATED.

E. PROVIDE MOUNTING SUPPORTS AT LOCATIONS REQUIRED BY OWNER FOR OWNER INSTALLED ITEMS. CONTRACTOR TO COORDINATE WITH OWNER.

F. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR MARKING LOCATIONS OF ITEMS REQUIRING MOUNTING SUPPORTS.

G. ALL PLAN DIMENSIONS SHOWN HERE ARE TYPICAL UNLESS NOTED OTHERWISE. REFERENCE FLOOR PLANS FOR ADDITIONAL ROOM
DIMENSIONS.

H. DOOR LOCATIONS SHOWN HERE ARE FOR EXAMPLE ONLY, REFERENCE FLOOR PLANS FOR ACTUAL DOOR LOCATION AND SWING.

I. ALL FIXTURES AND ACCESSORIES AT T -24 & ADA ACCESSIBLE ROOMS TO MEET ACCESSIBLE CODE REQUIREMENTS.

J. FAUCET CONTROLS & OPERATING MECHANISMS SHALL BE OPERABLE

WITH ONE HAND & SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 lb/ft LEVER OPERATED, PUSH -TYPE &

ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF
ACCEPTABLE DESIGNS. SELF -CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS.

K. FLUSH CONTROL SHALL BE ON WIDE SIDE OF TOILET COMPARTMENT AT ALL ACCESSIBLE STALLS.

L. WHERE ONLY ONE TYPE OF TOILET FIXTURE OR ACCESSORY IS USED IT SHOULD BE ACCESSIBLE FOR DISABLED PERSONS.

M. "STD." INDICATES STANDARD DIMENSIONS.

MECHANISMS SHALL BE

OPERABLE W/ ONE HAND &

SHALL NOT REQUIRE GRASPING,

PINCHING OR TWISTING OF THE
WRIST. THE FORCE REQUIRED

TO ACTIVATE CONTROLS SHALL
BE NO MORE THAN 5 LBS. LEVER

OPERATED, PUSH -TYPE &

ELECTRONICALLY CONTROLLED
MECHANISMS ARE ACCEPTABLE.

SELF -CLOSING VALVES ARE

ALLOWED IF THE FAUCET
REMAINS OPEN FOR AT LEAST 10
SECONDS.

HOT WATER AND DRAIN PIPES

UNDER ACCESSIBLE SINK

SHALL BE INSULATED OR
OTHERWISE COVERED. THERE

SHALL BE NO SHARP OR

ABRASIVE OBJECTS OR
SURFACES UNDER SINK.

AREA NOT HATCHED BELOW

COUNTER MUST BE ACCESSIBLE
AND CLEAR.

FIN.

FLOOR
7"

NO BASE
2' - 10"
2' - 10"
9" 8"
MIN.
1' - 5"
CLR.
9"

ELEVATION

SECTION

INSULATION PER WALL TYPE
2A10BC

SQUARE TRIM
ROUGH OPENING:
25"H X 10 1/2"W X 4"D

WALL PER PLAN

PULL HANDLE

HIGHEST PART

OF OPERATING
HANDLE
MAX.
4' - 0"
4' - 0"
TYP.
1 1/4"
1' - 1"
27"
4" MAX. TO FACE OF HANDLE

STEEL, WHITE, SEMI -RECESSED
ROLLED EDGE (NOT TO EXCEED 4" PROJECTION),

FULL GLASS WITH TEMPERED SAFETY GLASS

WALL TYPE PER PLAN
MIN
1' - 6"
1' - 0" MIN

PULL SIDE PUSH SIDE
60" MIN 48" MIN

FRONT APPROACH HINGE APPROACH
3' - 0" MIN
60" MIN.
48" MIN*
44" MIN

LATCH APPROACH
60" MIN*
48" M
IN.*
44" M
IN.
2' - 0" MIN
2' - 0" MIN
1' - 10" MIN
32" CLR MIN **
32" CLR MIN **
32" CLR MIN **
NOTES:
* IF BOTH LATCH AND CLOSER ARE PROVIDED
** CLEAR WIDTH SHALL COMPLY WITH LOCAL CODE AMENDMEN T REQUIREMENTS

1. EXTERIOR DASH LINE INDICATES (E) ACCESSIBLE CLEAR LEVEL LANDING AREA, 1:48 MAX SLOPE 24" MIN CLEAR AT

EXTERIOR
DOORS

CLEAR AT

INTERIOR
DOORS

PROVIDE ADDITIONAL

SPACE IF DOOR HAS

BOTH LATCH AND
CLOSER
54"MIN
FRONT
1' - 3" M
IN 4' - 0" M
AX

FRONT OBSTRUCTED
44" M
AX w/ PROJECTIONS > 20" - 25" M
AX
4' - 0" M
AX w/ PROJECTIONS 20" M
AX

PROJECTIONS
SIDE
1' - 3" M
IN 4' - 0" M
AX
0' - 10" MAX

SIDE HIGH SIDE OBSTRUCTED
2' - 10" M
AX
4' - 0" M
AX
0' - 10" MAX

SIDE HIGH SIDE OBSTRUCTED
2' - 10" M
AX
3' - 10" M
AX
>10"- 2' - 0" MAX
Y.

CLR.
27" M
IN.

X
Z
48" MIN.
34" M
AX.
28" M
IN.

M
IN.
30".

X
Z
48" MIN.

NOTE:X SHALL BE LESS THAN OR EQUAL TO 25 INCHES. Z SHALL BE GREATER THAN OR EQUAL TO X. WHEN X IS LESS THAN 20 INCHES, THEN Y SHALL BE 48 INCHES MAX. WHEN X IS 20 TO 25 INCHES, THEN Y SHALL BE 44 INCHES

MAXIMUM FORWARD REACH OVER AN OBSTRUCTION
30" MIN.
30" M
IN.
19" M
IN.
48" MIN. 19" MIN.
30" M
IN.
48" M
IN.
30" MIN. 42" MIN.

ACCESSIBLE PATH OF TRAVEL
27"-28"
12" MAX 12" MAX
27"-80"
THAN 12"

GREATER
POST
POST

POST -MOUNTED PROTRUDING

OBJECTS
LOBBY 4" MAX.
80" M
IN.

HIGHER
27" OR

ANY AMOUNT
BELOW
27" OR

WALKING PARALLEL

TO WALL
M
AX
27".

WALKING

PERPENDICULAR TO
WALL
THAN 27"
W
HEN GREATER.

POST 12" MAX.

OBJECTS MOUNTED

ON POSTS

OR PYLONS
NOTE: TOP OF DOOR HARDWARE 44" MAX. AND BOTTOM
OF DOOR HARDWARE 34" MIN.

ELECT. OUTLET WHERE OCCURS

EDGE OF DOOR FRAME, OR WALL
IN CASE OF GLASS SIDELITE @ DOOR,

MOUNT SWITCHES & THERMOSTAT ON
ADJ. WALL. MOUNT GANGED COVER PLATE
BEHIND DOOR SWING & THERMOSTAT 6"

BEYOND EDGE OF DOOR IN OPEN

POSITION W/ STROBE ALIGNED ABOVE (IF
REQ'D)
ADDITIONAL 6" OFFSETS TO OCCUR ONLY IF

MULTIPLE DEVICES ARE REQ'D, OTHERWISE

ALIGN DEVICES VERTICALLY

TO BOTTOM OF BOX (CONFIRM W/ LOCAL CODE)
LAST
SWITCH

W/ EDGE

MULTIPLE LIGHT SWITCHES, DIMMERS, EXHAUST FANS,

ELECTRIC SCREENS, & MECHOSHADES GANGED UNDER

ONE COVER PLATE AS REQ'D

DOTTED LINE INDICATES SWITCHBANK
LOCATIONS ON OPP. SIDE IF
SWITCHBANKS ARE REQ'D @ BOTH SIDES

OF PARTITION

THERMOSTAT
CL
CL
CL
0' - 6" 0' - 6"
EQ. EQ.
6"
0' - 6"
38" AFF
80" MIN. TO BOTTOM OF LENS
15".
48" M
AX. TO TOP OF BOX
(44" @

OBTRUCTION)

WALL MOUNTED EXIT SIGN ON THE SIDE OF THE DOOR

COUNTER OBSTRUCTION
44" M
AX. FRONT APPROACH

CENTERLINE OF DOOR HARDWARE , LIGHT

SWITCHES, THERMOSTATS DIMMERS,
EXHAUST FANS, ELECTRIC SCREENS, ETC.

FIRE STROBE
104"
4"
4"

EXIT SIGN ABOVE DOOR, WALL MOUNTED

OR PENDANT, WHERE OCCURS PER

ELECTRICAL DRAWINGS

THERMOSTAT CARD READER

FIRE EXTINGUISHER CABINET WHERE OCCURS, SEMI
RECESSED, 4" MAX PROJECTION FROM WALL

WALL DATA TELEPHONE OUTLET

PULL STATION
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
AG
JS
JM

ISSUED FOR CONSTRUCTION

09.01.2023

06.09.2023 BUILDING PERMIT SUBMITTAL

07.28.2023 BUILDING PERMIT SUBMITTAL 02

09.01.2023 ISSUED FOR CONSTRUCTION
As indicated
G010 ACCESSIBLE DETAILS

CARLSBAD EOC WING RENOVATION
2560 ORION WAY
CARLSBAD, CA 92010
SCALE: 1/2" = 1'-0" G010
7 DRINKING FOUNTAIN
SCALE: 12" = 1'-0" G010
3 MOUNTING HEIGHT GENERAL NOTES
SCALE: 3/4" = 1'-0" G010
8 UNDER SINK CLEARANCES
SCALE: 3/4" = 1'-0" G010
9 FIRE EXTINGUISHER CABINET DETAIL
SCALE: 3/8" = 1'-0" G010
1 ACCESSIBLE DOOR SWING CLEARANCES
SCALE: 3/8" = 1'-0" G010
4 ACCESSIBLE REACH RANGES
SCALE: 3/16" = 1'-0" G010
6 MINIMUM CLEARANCES FOR SEATING AND TABLES
SCALE: 3/8" = 1'-0" G010
2 ACCESSIBLE PROTRUDING OBJECT
SCALE: 1/2" = 1'-0" G010
5 TYPICAL MOUNTING HEIGHTS
(E)
FH
FH
POLICE + FIRE HEADQUARTERS
50' - 0"
20' - 0"
20' - 0"
150' - 0"
R 15' - 0"
R 15' - 0"
1 EV 2 EV 3 EV 4 EV /

ACCESSIBLE
1 ADA
VAN
2 ADA 3 ADA

EOC WING
(NOT IN SCOPE)
(E) PARKING
(NOT IN SCOPE)
(E) PARKING COUNT: 12
(E) PARKING COUNT: 7
(E) PARKING COUNT: 18
(E) PARKING COUNT: 8 (E) PARKING COUNT: 4
(E) PARKING COUNT:
2 STANDARD
3 ELECTRIC VEHICLE
1 ADA ELECTRIC VEHICLE
1 ADA VAN
2 ADA STANDARD

02.206 02.208 02.202 02.202
TYP

02.202
TYP

02.205

02.204 02.204

02.203
TYP

01.411

02.203
TYP

02.207

02.210

02.211

02.212
(E) PARKING COUNT: 10
(E) PARKING
(NOT IN SCOPE)
(E) PARKING
(NOT IN SCOPE)

02.215
TR -1
WM -1
WM -5
WM -6
WM -8
WM -9
SE -1
SE -7

02.227
---
-

01.501
(E)
FH

SYMBOL DESCRIPTION
(N)

EXISTING
NEW
(E) ACCESSIBLE PATH OF TRAVEL

MAIN BUILDING ENTRY (E)
(E) FIRE HYDRANT
(E) LIGHT POLE
(E) FENCE LINE
(E) GATE
(E) CONCRETE PATH
(E) FIRE LANE
(E) BUILDING, NOT IN CONTRACT

BUILDING RENOVATION AREA
(E) SIDEWALK
(E) LANDSCAPE
SE -1
SE -5
EC -2
SE -10
SE -6
EC -1, EC -4
TR -1
WM -1
WM -5
WM -6, WM -8
WM -9
SE -7

SILT FENCE

FIBER ROLL

PRESERVATION OF EXISTING

INLET PROTECTION

GRAVEL BAG BERM / BARRIER

DIRECTION/ COURSE OF FLOW

HYDRAULIC MULCH / HYDROSEED

STABILIZED CONSTRUCTION ENTRANCE

MATERIALS DELIVERY AND STORAGE
AREA

TEMPORARY TRASH / SOLID WASTE

HAZARDOUS AND CONCRETE WASTE

MANAGEMENT

SANITARY WASTE (PORTABLE TOILET)

STREET SWEEPING AND VACUUMING
WM -1
WM -5
WM -6
WM -8
WM -9
SE -7
SCALE: 1" = 20'-0"
REF: A300
A100
1 CAMPUS SITE PLAN
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
AG
JS

JM ISSUED FOR CONSTRUCTION

09.01.2023

06.09.2023 BUILDING PERMIT SUBMITTAL

07.28.2023 BUILDING PERMIT SUBMITTAL 02

09.01.2023 ISSUED FOR CONSTRUCTION
As indicated
A100 SITE PLAN

CARLSBAD EOC WING RENOVATION
2560 ORION WAY
CARLSBAD, CA 92010

SITE PLAN LEGEND
SCALE: 1" = 20' -0" (1:240)
N 0' 10 20 40 80

KEYNOTES

01.411 (E) ACCESSIBLE PARKING SPACE AND ACCESSIBLE AISLE STRIPING

TO REMAIN

01.501 PROPOSED CONSTRUCTION LAYDOWN AREA

02.202 (E) BOLLARDS TO REMAIN

02.203 (E) FIRE HYDRANT TO REMAIN

02.204 (E) FIRE LANE TO REMAIN

02.205 (E) EV PARKING TO REMAIN

02.206 (E) PUBLIC BIKE PARKING TO REMAIN

02.207 (E) CARPOOL PARKING AND SIGNAGE TO REMAIN

02.208 (E) CONCRETE RETAINING WALLS TO REMAIN, PROTECT IN PLACE

DURING CONSTRUCTION

02.210 (E) MEN'S RESTROOM TO REMAIN

02.211 (E) WOMEN'S RESTROOM TO REMAIN

02.212 (E) DRINKING FOUNTAIN TO REMAIN

02.215 (E) BICYCLE LOCKERS TO REMAIN

02.227 (E) TRUNCATED DOMES TO REMAIN

PARKING COUNT

SITE PLAN NOTES
PARKING @ FRONT: 2 4 3 0
PARKING @ REAR: 47 0 0 6
TOTALS: 49 4 3 6
TOTAL PARKING REQUIRED PER CARLSBAD MUNICIPAL CODE 21.44.020:
1 SPACE PER 250 S.F. GROSS FLOOR AREA
= 53,207/250 = 212
MIN. NUMBER OF REQUIRED ACCESSIBLE PARKING SPACES (TABLE 11B-208.2):

TOTAL PARKING STALLS: 56 (INCLUDING 4 EVCS & 3 ADA STALLS) REQUIRED ADA STALLS: 3 (1 VAN)
(E) STANDARD (E) EV (E) ADA (E) MOTORCYCLE
NO PROPOSED CHANGES TO PARKING COUNTS.

1. ALL LANDSCAPE SHOWN IN THE SITE PLAN IS EXISTING TO REMAIN.

PROTECT DURING CONSTRUCTION.

2. NO EASEMENTS ON PROPERTY.

3. NO GRADING WORK IN SCOPE.

4. ALL PROPERTY LINES AND BUILDINGS ARE SHOWN ON THIS SITE PLAN.

SEE SHEET G-002 FOR PARCEL MAP.

5. ACCESSIBLE PATH OF TRAVEL TO BE 5% MAXIMUM RUNNING SLOPE WITH 2% MAXIMUM CROSS SLOPE PER CBC 11B-403.3.

BMP LEGEND
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
AG
JS
JM

ISSUED FOR CONSTRUCTION

09.01.2023

06.09.2023 BUILDING PERMIT SUBMITTAL

07.28.2023 BUILDING PERMIT SUBMITTAL 02

09.01.2023 ISSUED FOR CONSTRUCTION
A101 SWPP (E -29)

CARLSBAD EOC WING RENOVATION
2560 ORION WAY
CARLSBAD, CA 92010

STEVEN STEWART
2560 ORION WAY

X X X X
X
XXX
X
X
X
X
X
XX
X
X
XX X
XX X
209 -050 -26 -00
10 11 12 13
G
H
J
K
L
14 15 16
TYP

02.402
TYP

02.402

STORAGE
E182
322 SF
A/V EQUIP.

E186
236 SF

MEETING
ROOM
E185
1068 SF

MEETING
ROOM
E184
1057 SF

MEETING
ROOM
E183
1068 SF
OFFICE
E180
181 SF

HALLWAY
E176
613 SF
ENTRY
E175
271 SF

02.403
E186
E185B E185A E184B E184A E183B
E183A
E182A
E182
E183
ELECT.

E188
50 SF

VESTIBULE
E177
28 SF
MEN
E105
241 SF
WOMEN
E104
158 SF
CUST.

E187
95 SF
A300 2
E180

02.406

02.406
E187
E186
E188
E177
E178
E179
E174 E173
E110 E101B
LOBBY
E101

HALLWAY
E172
GENDER

NEUTRAL
E173
GENDER

NEUTRAL
E174

RECORDS

SUPERVISOR
110
E181
E172B

02.214

02.409

02.216

02.410

02.411
6' - 10 3/8"

02.412
12' - 6" 5' - 10" 5' - 4" 6' - 2 1/2" 5' - 4" 6' - 2 1/2" 5' - 4" 5' - 0 1/2" 3' - 0 1/2" 5' - 0" 6' - 3"

02.418
A891 9
A891 11
A891
10 1. COORDINATE WITH POLICE DEPARTMENT (PD) TO PROTECT IN

PLACE OR REMOVE, STORE AND REINSTALL ALL EXISTING EXHIBITS,

MEMORABILIA, SIGNAGE, PHOTOS, PICTURE FRAMES, WALL

MOUNTED ITEMS AND WAYFINDING SIGNAGE DURING
CONSTRUCTION.

2. V.I.F. LOCATION OF (E) FIRE EXTINGUISHERS. IF A CABINET IS NOT

SHOWN ON PLANS COORDINATE WITH ARCHITECT TO DETERMINE
WHETHER IT SHOULD REMAIN OR BE DEMOLISHED.

3. ALL EQUIPMENT, DEVICES, AND APPURTENANCES SHALL BE

RELOCATED IF FOUND TO CONFLICT WITH INTERIOR
MODIFICATIONS. THIS INCLUDES HVAC, LIFE SAFETY DEVICES, POLICE RADIOS.

4. ALL EXISTING ELECTRICAL LINES, CONDUIT, PIPES, AC DUCTING

AND INFRASTRUCTIRE THAT ARE FOUND DEFECTIVE SHALL BE

IDENTIFIED AND BROUGHT TO THE ATTENTION OF THE ARCHITECT AND CITY PROJECT MANAGER.

5. CONTRACTOR TO REMOVE ALL EXISTING WINDOW SHADES AND
INSTALL NEW, SEE A600 FOR LOCATIONS.

6. CONTRACTOR TO DEMOLISH NECESSARY WALL FINISHES TO
INSTALL BACKING FOR NEW WALL MOUNTED EQUIPMENT.

7. CONTRACTOR TO DEMOLISH EXISTING FLOORING IN ROOMS
RECEIVING NEW FLOORING, SEE FINISH PLAN A600 FOR EXTENT OF NEW FLOORING.

8. DEMOLISH WALLS, CASEWORK, PLUMBING AND ANY OTHER ITEMS NECESSARY TO BUILD OUT NEW PLAN.

9. REMOVE ALL EXISTING BASEBOARD AND REPLACE WITH NEW,
REFER TO FINISH SCHEDULE ON A600.

SYMBOL DESCRIPTION

WALL / ITEM TO BE DEMOLISHED

NOT IN CONTRACT

WALL / ITEM TO REMAIN

DOOR, FRAME, AND HARDWARE TO BE DEMOLISHED

DOOR, FRAME, AND HARDWARE TO REMAIN

EXISTING STRUCTURAL K -BRACE TO REMAIN, REFER TO

STRUCTURAL DRAWINGS
SAW CUT AND DEMOLISHED EXIST. PORTION OF SLAB
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
AG
JS
JM

ISSUED FOR CONSTRUCTION

09.01.2023

06.09.2023 BUILDING PERMIT SUBMITTAL

07.28.2023 BUILDING PERMIT SUBMITTAL 02

09.01.2023 ISSUED FOR CONSTRUCTION
1/8" = 1'-0"
A200 DEMOLITION FLOOR PLAN

CARLSBAD EOC WING RENOVATION
2560 ORION WAY
CARLSBAD, CA 92010
SCALE: 1/8" = 1'-0"
REF: A300
A200
1 DEMOLITION FLOOR PLAN
0' 4' 8' 16' 32' N
SCALE: 1/8" = 1' -0" (1:96)

DEMOLITION FLOOR PLAN LEGEND

KEYNOTES

DEMOLITION FLOOR PLAN NOTES

02.214 (E) REFRIGERATOR TO BE REMOVED AND PROTECTED DURING

CONSRUCTION, REINSTALL PER PLANS

02.216 (E) DRAIN TO REMAIN

02.402 (E) DOOR, FRAME, AND HARDWARE TO BE DEMOLISHED

02.403 (E) CASEWORK, COUNTERTOP, SINK, AND RELATED ACCESSORIES

TO BE DEMOLISHED, CAP EXISTING WASTE AND WATER LINES

02.406 (E) OPERABLE PARTITION WALL TO BE DEMOLISHED IN ITS

ENTIRETY

02.409 (E) PORTION OF SLAB TO BE DEMOLISHED FOR NEW POWER/DATA

TRENCHING

02.410 (E) EQUIPMENT AND WIRING TO BE PROTECTED IN PLACE DURING DEMOLITION OF WALLS AND DOOR. COORDINATE WITH CITY IT,

ARCHITECT, AND CITY CONSTRUCTION MANAGER ASAP IF ANY
EQUIPMENT BECOMES DAMAGED DURING DEMOLITION.

02.411 (E) VENDING MACHINE TO BE REMOVED, STORED, AND

REINSTALLED AT A DIFFERENT LOCATION

02.412 (E) PROJECTION SCREEN WINDOW TO BE DEMOLISHED IN ITS

ENTIRETY

02.418 (E) DRINKING FOUNTAIN TO BE DEMOLISHED, CAP EXISTING WASTE

AND WATER LINES
FD
FD
FD
FD
FD
FD
10 11 12 13
G
H
J
K
L
14 15 16
A.F.F. 13' - 0"
A.F.F. 8' - 0"
A.F.F. 11' - 9" A.F.F. 11' - 9" A.F.F. 11' - 9"
A.F.F. 9' - 0"
A.F.F. 9' - 0"
A.F.F. 9' - 0"
A.F.F. 13' - 0" A.F.F. 13' - 0"
9' - 0"
LOBBY
E101

HALLWAY
E172
GENDER

NEUTRAL
E173
GENDER

NEUTRAL
E174

RECORDS

SUPERVISOR
110

STORAGE
E182
322 SF

MEETING
ROOM
E185
1068 SF

MEETING
ROOM
E184
1057 SF

MEETING
ROOM
E183
1068 SF

HALLWAY
E176
613 SF
ELECT.

E188
50 SF

VESTIBULE
E177
28 SF
MEN
E105
241 SF
WOMEN
E104
158 SF
ENTRY
E175
271 SF
A/V EQUIP.

E186
236 SF
OFFICE
E180
181 SF
CUST.

E187
95 SF

02.413 02.413
EQ 8' - 1" 3' - 2" 8' - 1" EQ

02.415 02.415 02.415

02.416

02.416
TYP

02.417
TYP

02.417

02.415

EXISTING ACT SUSPENDED CEILING SYSTEM -
2 X 2 ACOUSTIC LAY -IN TO REMAIN

EXISTING GYPSUM BOARD CEILING -

SUSPENDED CEILING SYSTEM TO REMAIN

SUPPLY AIR DIFFUSER - TO BE DEMOLISHED
2'x4' RECESSED LIGHT FIXTURE - EXISTING TO REMAIN

RETURN AIR GRILLE - TO BE DEMOLISHED
1'x4' RECESSED LIGHT FIXTURE - TO BE DEMOLISHED

SUPPLY AIR DIFFUSER - EXISTING TO REMAIN
2'x4' RECESSED LIGHT FIXTURE - TO BE DEMOLISHED

RETURN AIR GRILLE - EXISTING TO REMAIN
1'x4' RECESSED LIGHT FIXTURE - EXISTING TO REMAIN

EXHAUST FAN - EXISTING TO REMAIN

EXHAUST FAN DIFFUSER - TO BE DEMOLISHED

EXISTING SLOTTED METAL CEILING TO REMAIN

SYMBOL DESCRIPTION

WALL / ITEM TO BE DEMOLISHED

NOT IN CONTRACT

WALL / ITEM TO REMAIN

EXISTING ACT SUSPENDED CEILING SYSTEM -
2 X 2 ACOUSTIC LAY -IN TO BE DEMOLISHED

EXISTING GYPSUM BOARD CEILING -

SUSPENDED CEILING SYSTEM TO BE DEMOLISHED
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
AG
JS
JM

ISSUED FOR CONSTRUCTION

09.01.2023

06.09.2023 BUILDING PERMIT SUBMITTAL

07.28.2023 BUILDING PERMIT SUBMITTAL 02

09.01.2023 ISSUED FOR CONSTRUCTION
1/8" = 1'-0"
A201 DEMOLITION REFLECTED CEILING PLAN

CARLSBAD EOC WING RENOVATION
2560 ORION WAY
CARLSBAD, CA 92010
SCALE: 1/8" = 1'-0"
REF: A300
A201
1 DEMOLITION REFLECTED CEILING PLAN
0' 4' 8' 16' 32' N
SCALE: 1/8" = 1' -0" (1:96)

DEMOLITION REFLECTED CEILING PLAN LEGEND

KEYNOTES

DEMOLITION REFLECTED CEILING PLAN NOTES

02.413 (E) EXISTING OPERABLE PARTITION WALL TRACK, METAL FRAMING,

AND SOFFIT TO BE DEMOLISHED

02.415 (E) HARDLID SOFFIT TO BE DEMOLISHED, REPAIR ADJACENT WALL

AS NECESSARY

02.416 (E) CEILING DEMOLISHED AS PART OF PREVIOUS PROJECT, NO

CEILING DEMOLITION WORK IN THIS AREA

02.417 (E) DUCT WORK, GRILLES, AND DIFFUSERS TO BE DEMOLISHED AS

INDICATED PER MECHANICAL DRAWINGS

02.413 (E) EXISTING OPERABLE PARTITION WALL TRACK, METAL FRAMING,

AND SOFFIT TO BE DEMOLISHED

02.415 (E) HARDLID SOFFIT TO BE DEMOLISHED, REPAIR ADJACENT WALL

AS NECESSARY

02.416 (E) CEILING DEMOLISHED AS PART OF PREVIOUS PROJECT, NO

CEILING DEMOLITION WORK IN THIS AREA

02.417 (E) DUCT WORK, GRILLES, AND DIFFUSERS TO BE DEMOLISHED AS

INDICATED PER MECHANICAL DRAWINGS

1. DEMOLITION OF THE CEILING AND ASSOCIATED LIGHTING IN HALLWAY E176 TO BE COMPLETED AS PART OF PHASE 3 OF THE POLICE AND FIRE HEADQUARTERS PROJECT. NO CEILING DEMOLITION WORK IN HALLWAY E176 AS A PART OF THE CURRENT SCOPE.

2. THE CONTRACTOR IS RESPONSIBLE FOR CONDUTING THE REQUIRED DEMOLITION OF (E) GYP. BD. CEILINGS TO ACCOMMODATE THE
INSTALLATION OF NEW EQUIPMENT. REFER TO THE REFLECTED
CEILING PLAN (RCP) FOR ADDITIONAL INFORMATION.

3. FOR ADDITIONAL INFORMATION REFER TO ELECTRICAL,

TECHNOLOGY, MECHANICAL, AND STRUCTURAL DRAWINGS FOR
EXTENT OF DEMOLITION.

4. REMOVE AND REPLACE ALL EXISTING ILLUMINATED EXIT SIGNS AT DOOR EXITS WITHIN SCOPE WITH NEW, REFER TO ELECTRICAL.

T
T
T
T
T
T
DOOR PER SCHEDULE. SEE SHEET A700 ###

EXISTING WALL TO REMAIN

DOOR WITH ACCESSIBILITY CLEARANCE

NOT IN CONTRACT

NEW WALL

SYMBOL DESCRIPTION
s000 STOREFRONT WINDOW PER SCHED. SEE SHEET A700 ###
KEYNOTE TAG. SEE KEYNOTES LEGEND ABOVE ##.###

NEW TRENCHED DATA RACEWAY
WALL TYPE. SEE SHEET A802 W#

EXISTING STRUCTURAL K -BRACE TO REMAIN, REFER TO

STRUCTURAL DRAWINGS

NEW WALL UP TO STRUCTURAL DECK

NEW CONCRETE INFILL WITH INTEGRATED DATA

RACEWAY, REFER TO STRUCTURAL AND TECHNOLOGY

DRAWINGS
10 11 12 13
G
H
J
K
L
14 15 16
1 A310
1A300
4 A310
2 A310
E110
E101B
E173 E174
E177
E178
E179
E181
E187
E188
E183

ER ER ER ER

VESTIBULE
E177
28 SF
MEN
E179
241 SF
WOMEN
E178
158 SF
CUST.

E187
95 SF
136 SF
OFFICE
103
136 SF
OFFICE
104
47 SF
ELECT.

E108
885 SF

COMMUNITY
RISK
102 237 SF

CONFERENCE
ROOM
105
2052 SF
E.O.C.
106
138 SF

CONFERENCE
ROOM
107
147 SF
AV/IT
108
183 SF
E.O.C.

DIRECTOR
109
102
105A
105B
104
103
108
109
E177
A500
A500
2 3
A500
A501
A500 4
A500 5
A500 7
9 10
11 A501
1 2
3 4
A501
5 67
8 3
A310
E100A
E100B
107B
607 SF

HALLWAY
101
106A
6 8
LOBBY
E101

HALLWAY
E172
GENDER

NEUTRAL
E173
GENDER

NEUTRAL
E174

RECORDS

SUPERVISOR
110
109
106
105A
105B
103B
104B
103A
104A
102

27.202
TYP

27.401

27.401
TYP

27.401
107

27.102

27.102
107A
E172B

10.402

10.402
A900
4 02.218

02.220

02.220 02.220
TYP

02.220

02.220 02.220
A300
3 A300 4
A300
5 E172A
1 271 SF
ENTRY
100

12.302

12.306

12.304
11 S501
11 S501
TYP

03.301
TYP

27.102
A900
1 09.202
A891 9
A891 11
A891
10 1. FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION.

2. UNLESS OTHERWISE INDICATED, ALL WALL DIMENSIONS ARE TO

FACE -OF -STUD AT NEW WALLS OR FACE OF FINISH AT EXISTING WALLS TO REMAIN.

3. ALL DIMENSIONS RELATED TO EXISTING CONDITIONS SHALL BE VERIFIED ON SITE AS NECESSARY. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR CONFLICTS.

4. PATCH, REPAIR AND PAINT EXISTING WALL PARTITIONS AFFECTED BY WORK AS NECESSARY.

5. ALL NEW WALL PARTITIONS SHALL BE ACOUSTICALLY RATED
MINIMUM 40 STC PER UL DESIGN: U465 UNLESS NOTED OTHERWISE.

ALL STUD BAYS SHOULD BE FILLED WITH ACOUSTIC INSULATION.

6. WHERE A CLEAR DIMENSION OR OPENING IS REQUIRED OR NOTED, MEASURE DIMENSION TO FACE OF PARTITION FINISH.

7. PREP, PRIME AND PATCH EXISTING WALL AND SURFACE OF
STRUCTURE TO REMAIN EXPOSED TO PREPARE FOR NEW PAINT.

8. FOR ADDITIONAL INFORMATION REFER TO STRUCTURAL,
MECHANICAL, ELECTRICAL, AND TECHNOLOGY DESIGN DRAWINGS.

9. SEE DETAIL SHEETS A801 & A802 FOR NEW WALL AND FRAMING DETAILS.

10. ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM THE

EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. DOOR OPENING FORCE IS 5 -POUNDS MAXIMUM FOR
INTERIOR AND EXTERIOR DOORS PER CBC 11B -404.2.9.

11. ALL DISCRETE ARCHITECTURAL ITEMS SHALL BE ANCHORED TO THE STRUCTURE IN ACCORDANCE WITH DETAILS ON A801 & S501,
INCLUDING STORAGE CABINETS, REFRIGERATORS, ETC. FURNITURE, TEMPORARY OR MOVEABLE ITEMS, AND COMPONENTS WEIGHING 20

LBS OR LESS MAY BE EXEMPT FROM THE ANCHORAGE DETAIL
REQUIREMENTS.

12. ALL RECESSED EQUIPMENT SHALL BE INSTALLED WITHIN THE DEPTH

OF THE WALL OR CEILING PER THE MANUFACTURER'S
RECOMMENDATIONS. VERIFY WALL DEPTH AS NECESSARY.

13. FOR ROOM FINISHES, SEE FINISH PLAN AND SCHEDULE.

14. SEE INTERIOR ELEVATIONS AND TECHNOLOGY DRAWINGS FOR EXTENT OF WALL MOUNTED MONITOR LOCATIONS. PROVIDE
BACKING, POWER AND DATA.
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
AG
JS
JM

ISSUED FOR CONSTRUCTION

09.01.2023

06.09.2023 BUILDING PERMIT SUBMITTAL

07.28.2023 BUILDING PERMIT SUBMITTAL 02

09.01.2023 ISSUED FOR CONSTRUCTION
1/8" = 1'-0"
A203 PROPOSED FLOOR PLAN

CARLSBAD EOC WING RENOVATION
2560 ORION WAY
CARLSBAD, CA 92010

FLOOR PLAN LEGEND

KEYNOTES

FLOOR PLAN NOTES

02.218 (E) ROOF ACCESS LADDER AND HATCH TO REMAIN

02.220 (E) STRUCTURAL SEISMIC RETROFITTING AS PART OF PREVIOUS

PROJECT TO REMAIN, WHERE EXPOSED TO INTERIOR SPACE, PAINT

PER SPECIFICATION

03.301 CONCRETE INFILL PER 5/S501 AND 10/A820

09.202 WALL ABOVE STOREFRONT CONTINUES FULL HEIGHT TO DECK

10.402 SEMI-RECESSED FIRE EXTINGUISHER CABINET, PER DETAIL 9/G010

12.302 18" DEEP LOWER CABINET PER FINISH SCHEDULE

12.304 42" DEEP TALL CABINET PER FINISH SCHEDULE

12.306 18" DEEP CASEWORK SHELVING

27.102 DATA RACEWAY PER TECHNOLOGY DRAWINGS

27.202 TELECOM RACK PER TECHNOLOGY DRAWINGS

27.401 DISPLAY MONITOR PER TECHNOLOGY DRAWINGS
SCALE: 1/8" = 1'-0"
REF: A300
A203
1 FLOOR PLAN
0' 4' 8' 16' 32' N
SCALE: 1/8" = 1' -0" (1:96)
10 11 12 13
G
H
J
K
L
14 15 16

ER ER ER ER

VESTIBULE
E177
28 SF
MEN
E179
241 SF
WOMEN
E178
158 SF
CUST.

E187
95 SF
136 SF
OFFICE
103
136 SF
OFFICE
104
47 SF
ELECT.

E108
885 SF

COMMUNITY
RISK
102
237 SF

CONFERENCE
ROOM
105
2052 SF
E.O.C.
106
138 SF

CONFERENCE
ROOM
107
147 SF
AV/IT
108
183 SF
E.O.C.

DIRECTOR
109
12' - 0" 12' - 0" 12' - 0" 4' - 0" 28' - 0" 28' - 0"
W2
W1
W1
W1
W2
W1
W1 W1
W1
W1 W1
607 SF

HALLWAY
101
LOBBY
E101

HALLWAY
E172
GENDER

NEUTRAL
E173
GENDER

NEUTRAL
E174

RECORDS

SUPERVISOR
110
W1
8' - 1" 3' - 2" 8' - 1" EQ EQ
30' - 7 1/4"
14' - 10 3/4"
10' - 8" 17' - 8 1/2"
1' - 2"
9' - 9"
2' - 2"
EQ EQ
271 SF
ENTRY
100
W1
3' - 6"
5' - 0 1/2" 3' - 0 1/2"
5' - 4" 6' - 2 1/2" 5' - 4" 6' - 2 1/2" 5' - 4"
5' - 0" 6' - 3"
5' - 4"
6 1/2"
TO C.L.
8' - 0"
TO C.L.
11' - 6 1/2"
TO C.L.
11' - 6 1/2"
TO C.L.
11' - 9 1/2"
2' - 2 1/2"
1' - 8"
W2

1. FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION.

2. UNLESS OTHERWISE INDICATED, ALL WALL DIMENSIONS ARE TO

FACE -OF -STUD AT NEW WALLS OR FACE OF FINISH AT EXISTING WALLS TO REMAIN.

3. ALL DIMENSIONS RELATED TO EXISTING CONDITIONS SHALL BE VERIFIED ON SITE AS NECESSARY. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR CONFLICTS.

4. PATCH, REPAIR AND PAINT EXISTING WALL PARTITIONS AFFECTED BY WORK AS NECESSARY.

5. ALL NEW WALL PARTITIONS SHALL BE ACOUSTICALLY RATED
MINIMUM 40 STC PER UL DESIGN: U465 UNLESS NOTED OTHERWISE.

ALL STUD BAYS SHOULD BE FILLED WITH ACOUSTIC INSULATION.

6. WHERE A CLEAR DIMENSION OR OPENING IS REQUIRED OR NOTED, MEASURE DIMENSION TO FACE OF PARTITION FINISH.

7. PREP, PRIME AND PATCH EXISTING WALL AND SURFACE OF
STRUCTURE TO REMAIN EXPOSED TO PREPARE FOR NEW PAINT.

8. FOR ADDITIONAL INFORMATION REFER TO STRUCTURAL,
MECHANICAL, ELECTRICAL, AND TECHNOLOGY DESIGN DRAWINGS.

9. SEE DETAIL SHEETS A801 & A802 FOR NEW WALL AND FRAMING DETAILS.

10. ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM THE

EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. DOOR OPENING FORCE IS 5 -POUNDS MAXIMUM FOR
INTERIOR AND EXTERIOR DOORS PER CBC 11B -404.2.9.

LBS OR LESS MAY BE EXEMPT FROM THE ANCHORAGE DETAIL
REQUIREMENTS.

12. ALL RECESSED EQUIPMENT SHALL BE INSTALLED WITHIN THE DEPTH

OF THE WALL OR CEILING PER THE MANUFACTURER'S
RECOMMENDATIONS. VERIFY WALL DEPTH AS NECESSARY.

13. FOR ROOM FINISHES, SEE FINISH PLAN AND SCHEDULE.

14. SEE INTERIOR ELEVATIONS AND TECHNOLOGY DRAWINGS FOR EXTENT OF WALL MOUNTED MONITOR LOCATIONS. PROVIDE
BACKING, POWER AND DATA.

EXISTING WALL TO REMAIN

DOOR WITH ACCESSIBILITY CLEARANCE

NOT IN CONTRACT

NEW WALL

SYMBOL DESCRIPTION
WALL TYPE. SEE SHEET A802 W#

EXISTING STRUCTURAL K -BRACE TO REMAIN, REFER TO

STRUCTURAL DRAWINGS

NEW WALL UP TO STRUCTURAL DECK

NEW CONCRETE INFILL WITH INTEGRATED DATA

RACEWAY, REFER TO STRUCTURAL AND TECHNOLOGY

DRAWINGS
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
AG
JS
JM

ISSUED FOR CONSTRUCTION

09.01.2023

06.09.2023 BUILDING PERMIT SUBMITTAL

07.28.2023 BUILDING PERMIT SUBMITTAL 02

09.01.2023 ISSUED FOR CONSTRUCTION
1/8" = 1'-0"
A203A DIMENSION FLOOR PLAN

CARLSBAD EOC WING RENOVATION
2560 ORION WAY
CARLSBAD, CA 92010

FLOOR PLAN NOTES

DIMENSION FLOOR PLAN LEGEND

FLOOR PLAN NOTES
SCALE: 1/8" = 1'-0"
REF: A300
A203A
1 DIMENSION FLOOR PLAN
0' 4' 8' 16' 32' N
SCALE: 1/8" = 1' -0" (1:96)
10 11 12 13
G
H
J
K
L
14 15 16
PRINT
PLANNING (7/7)
LOGISTICS (5/5)
OPERATIONS (6/12)
PRINT

PLOTTER
OPERATIONS (6/12)

ER ER ER ER

LOBBY LOBBY

HALLWAY

WOMEN'S
RR

MEN'S RR
RECORD

SUPERVISOR

VESTIBULE
E103
28 SF
MEN
E105
241 SF
WOMEN
E104
158 SF
CUST.

E102
95 SF
PODIUM 136 SF
OFFICE
103
136 SF
OFFICE
104
47 SF
ELECT.

E108
885 SF

COMMUNITY
RISK
102
237 SF

CONFERENCE
ROOM
105
2052 SF
E.O.C.
106
138 SF

CONFERENCE
ROOM
107
147 SF
AV/IT
108
271 SF
ENTRY
100 183 SF
E.O.C.

DIRECTOR
109
FINANCE (4/4)
MANAGEMENT (7/7)
OPEN (1)
OPEN (1)
607 SF

HALLWAY
101
OPEN (1)
OPEN (5)
WS1
WS2
WS3
WS4
WS5
WS6
WS7
WS8
WS9 16' - 7"

1. THIS PLAN SHOWN FOR REFERENCE ONLY. SEE A203 & A203A FOR MORE INFORMATION.

EXISTING WALL TO REMAIN

DOOR WITH ACCESSIBILITY CLEARANCE

NOT IN CONTRACT

NEW WALL

SYMBOL DESCRIPTION

EXISTING STRUCTURAL K -BRACE TO REMAIN, REFER TO

STRUCTURAL DRAWINGS
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
AG
JS
JM

ISSUED FOR CONSTRUCTION

09.01.2023

06.09.2023 BUILDING PERMIT SUBMITTAL

07.28.2023 BUILDING PERMIT SUBMITTAL 02

09.01.2023 ISSUED FOR CONSTRUCTION
1/8" = 1'-0"
A203B PROPOSED FURNITURE PLAN

CARLSBAD EOC WING RENOVATION
2560 ORION WAY
CARLSBAD, CA 92010
SCALE: 1/8" = 1'-0"
REF: A300
A203B
1 PROPOSED FURNITURE PLAN
0' 4' 8' 16' 32' N
SCALE: 1/8" = 1' -0" (1:96)

FURNITURE PLAN LEGEND

FURNITURE PLAN NOTES
180
270
270
180
180
180
DUO
CR
CR
CR
CR
FIX
CR CR
FIX
CR
OC
OC
OC
OC

OC OC OC

OC OC OC
OC
OC
OC
OC
OC
OC
10 11 12 13
G
H
J
K
L
14 15 16
1 A310
4 A310
2 A310
3 A310
136 SF
OFFICE
103
136 SF
OFFICE
104
47 SF
ELECT.

E108
885 SF

COMMUNITY
RISK
102
237 SF

CONFERENCE
ROOM
105
2052 SF
E.O.C.
106
138 SF

CONFERENCE
ROOM
107
147 SF
AV/IT
108
271 SF
ENTRY
100 183 SF
E.O.C.

DIRECTOR
109

LOBBY LOBBY

WOMEN'S
RR

MEN'S RR
RECORD

SUPERVISOR
MEN
E105
241 SF
WOMEN
E104
158 SF

VESTIBULE
E103
28 SF
607 SF

HALLWAY
101
97 SF
CUST.

E187
A.F.F. 9' - 6"
A.F.F. 10' - 0" A.F.F. 13' - 0"
A.F.F. 9' - 6"
TYP

27.101
TYP

27.202
TYP

26.501
TYP

26.501
A.F.F. 10' - 0"
A.F.F. 9' - 6"
A.F.F. 9' - 6"

02.218
TYP

26.501
A.F.F. 9' - 0"

02.222
11 S501
11 S501

26.501
CASEW
ORK

CENTER L

LIGHT IN
TYP

26.501

26.501
9' - 0" A.F.F.

TYP

28.201

HALLWAY
E172
15 A850
1 A850
TYP.

NEW ACT SUSPENDED CEILING SYSTEM -
2 X 2 ACOUSTIC LAY -IN. SEE A600 FOR TILE SELECTION

NEW GYPSUM BOARD CEILING -

SUSPENDED CEILING SYSTEM

NEW SLOTTED METAL CEILING (AT INTERIOR ONLY)

SYMBOL DESCRIPTION

EXISTING ACT SUSPENDED CEILING SYSTEM

TO REMAIN

EXISTING GYPSUM BOARD CEILING TO REMAIN

NEW WALL / ITEM

WALL / ITEM EXISTING TO REMAIN

OPEN TO STRUCTURE ABOVE

EXIT SIGN, REFER TO ELECTRICAL DRAWINGS
CAMERA, REFER TO TECHNOLOGY DRAWINGS 180

OCCUPANCY SENSOR, REFER TO ELECTRICAL

DRAWINGS

NEW LED LIGHT FIXTURES, REFER TO ELECTRICAL

DRAWINGS
OC

1. FOR ADDITIONAL INFORMATION REFER TO ELECTRICAL,
MECHANICAL, AND TECHNOLOGY DRAWINGS.

2. CENTER SUSPENDED CEILING FRIS EACH WAY WITHIN SPACE, U.N.O.

3. SEE ELECTRICAL DRAWINGS FOR LOCATIONS OF EXIT LIGHTS.

4. FOR TYPICAL CEILING NOTES AND DETAILS, SEE SHEETS A850 & A851.

5. ROUTING OF BUILDING SERVICES SUCH AS PIPES, CONDUITS,

TACKS, AND FITTINGS SHOWN IN ENGINEERING DRAWINGS ARE

DIAGRAMMATIC IN NATURE, AND, UNLESS OTHERWISE NOTED OR
OBVIOUSLY SHOWN OTHERWISE, SHALL BE CONCEALED.

6. WHERE BUILDING SERVICES ARE INTENDED TO REMAIN VISIBLE IN

THE FINISHED PRODUCT, THEY SHALL BE ORGANIZED, ROUTED,

AND INSTALLED IN A MANNER THAT REFLECTS AN ARCHITECTURAL

FINISHED CONDITION, WITH ROUTING THAT IS ORTHOGONAL TO

BUILDING GEOMETRIES, REGARDLESS OF WHETHER THIS ADDS TO THE ROUTING LENGTH. DIAGANOL OR RANDOM ROUTING IS NOT
ACCEPTABLE WITHOUT ARCHITECT APPROVAL.

7. IN PUBLICLY ACCESSIBLE AREAS, ALL VISIBLE EQUIPMENT,

FIXTURES, DEVICES, SPRINKLER HEADS, AND SIGNAGE SHALL BE

MOUNTED IN THE CENTER OF CEILING PANELS, GEOMETIC
ZONE/ROOM, OR STRUCTURAL BAY, AS APPLICABLE. IN CASES

WHERE TWO OR MORE ITEMS OF A SIMILAR NATURE OCCUR WITHIN

A SINGLE PANEL OR ZONE, SPECIAL CASE SHALL BE TAKEN TO
ENSURE ALIGNMENT.

8. CLEAN DUCT WORK AFTER CONSTRUCTION ACTIVITY.
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
AG
JS
JM

ISSUED FOR CONSTRUCTION

09.01.2023

06.09.2023 BUILDING PERMIT SUBMITTAL

07.28.2023 BUILDING PERMIT SUBMITTAL 02

09.01.2023 ISSUED FOR CONSTRUCTION
1/8" = 1'-0"
A204 REFLECTED CEILING PLAN

CARLSBAD EOC WING RENOVATION
2560 ORION WAY
CARLSBAD, CA 92010
SCALE: 1/8" = 1'-0"
REF: A300
A204
1 REFLECTED CEILING PLAN
0' 4' 8' 16' 32' N
SCALE: 1/8" = 1' -0" (1:96)

REFLECTED CEILING PLAN LEGEND

KEYNOTES

REFLECTED CEILING PLAN NOTES

02.218 (E) ROOF ACCESS LADDER AND HATCH TO REMAIN

02.222 (E) EXTERIOR SOFFIT AND SLOTTED METAL CEILING TO REMAIN

26.501 LIGHT FIXTURE, SEE ELECTRICAL

27.101 LADDER CABLE TRAY PER TECHNOLOGY DRAWINGS

27.202 TELECOM RACK PER TECHNOLOGY DRAWINGS

28.201 CAMERA PER TECHNOLOGY DRAWINGS
10 11 12 13
G
H
J
K
L
14 15 16
1 A310
4 A310
2 A310
3 A310

23.701 02.217 02.217 02.217

02.218

02.219 02.219

02.217

02.223

02.225

02.219 02.219
TYP

02.226
11 A820
TYP.

02.218

02.225
(E) WALKPADS TO REMAIN
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
AG
JS
JM

ISSUED FOR CONSTRUCTION

09.01.2023

06.09.2023 BUILDING PERMIT SUBMITTAL

07.28.2023 BUILDING PERMIT SUBMITTAL 02

09.01.2023 ISSUED FOR CONSTRUCTION
1/8" = 1'-0"
A205 PROPOSED ROOF PLAN

CARLSBAD EOC WING RENOVATION
2560 ORION WAY
CARLSBAD, CA 92010
SCALE: 1/8" = 1'-0"
REF: A300
A205
1 PROPOSED ROOF PLAN - EOC WING
0' 4' 8' 16' 32' N
SCALE: 1/8" = 1' -0" (1:96)

ROOF PLAN LEGEND

1. SEE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.

2. FOR ANY PIPE OR CONDUIT PENETRATIONS, REFER TO
DETAILS 12&13/A820.

GENERAL NOTES

KEYNOTES

02.217 (E) MECHANICAL ROOFTOP UNIT TO REMAIN

02.219 (E) ROOF TO REMAIN, PROTECT IN PLACE DURING CONSTRUCTION

02.223 (E) ROOF VENT TO REMAIN

02.226 (E) ROOF DRAIN TO REMAIN, PROTECT IN PLACE DURING

CONSTRUCTION

23.701 (N) ROOFTOP MECHANICAL UNIT, SEE MECHANICAL SHEET M204 LEVEL 1
0' - 0"

G H J K L
1 A310
3 A310
103A 104A
E100A E100B
E100

08.401 08.401
Sign: 100D
Sign: 100A
Sign: 100E
20' - 6"
16' - 11"
T.O. HIGH

PARAPET
20' - 6"
T.O. LOW

PARAPET
16' - 11"

05.701

1. FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION.

2. SEE SHEET A700 FOR DOOR AND STOREFRONT SCHEDULE.

3. SEE SHEET A601 BUILDING SIGN SCHEDULE FOR SIGNAGE
INFORMATION.
(E) CONCRETE PANELS TO REMAIN PROTECT DURING

CONSTRUCTION, REFER TO STRUCTURAL DRAWINGS FOR

ANY PENETRATIONS OF CONCRETE PANELS
(E) CONCRETE PANELS TO BE DEMOLISHED FOR NEW

STOREFRONT WINDOW LOCATIONS
LEVEL 1
0' - 0"

G H J K L
1 A310
3 A310

02.407 02.407 02.408
8' - 1" 3' - 2" 8' - 1" EQ EQ
6' - 11"
E188
T.O. HIGH

PARAPET
20' - 6"
T.O. LOW

PARAPET
16' - 11"
LEVEL 1
0' - 0"
13 14 15 16
4 A310
T.O. HIGH

PARAPET
20' - 6"
T.O. LOW

PARAPET
16' - 11"

02.224
LEVEL 1
0' - 0"
J
B.O. CEILING
9' - 0"
KL
1 A310
3 A310
T.O. HIGH

PARAPET
20' - 6"
T.O. LOW

PARAPET
16' - 11"
LEVEL 1
0' - 0"
10 11 12 13 14 15 16
4 A310
2 A310
T.O. HIGH

PARAPET
20' - 6"
T.O. LOW

PARAPET
16' - 11"

02.224

02.225
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
AG
JS
JM

ISSUED FOR CONSTRUCTION

09.01.2023

06.09.2023 BUILDING PERMIT SUBMITTAL

07.28.2023 BUILDING PERMIT SUBMITTAL 02

09.01.2023 ISSUED FOR CONSTRUCTION
As indicated
A300 EXTERIOR ELEVATIONS - DEMOLITION

AND NEW

CARLSBAD EOC WING RENOVATION
2560 ORION WAY
CARLSBAD, CA 92010
SCALE: 1/8" = 1'-0"
REF: A203
A300
1 EOC - NORTH ELEVATION - PROPOSED

MATERIAL/COLOR LEGEND

KEYNOTES

EXTERIOR ELEVATION NOTES

02.224 (E) GLAZING TO REMAIN

02.225 (E) METAL SHADE STRUCTURE TO REMAIN

02.407 (E) PORTION OF WALL TO BE DEMOLISHED, BRACE PREFAB

CONCRETE WALL PRIOR TO SAWCUTTING PER STRUCTURAL

02.408 (E) EXTERIOR SIGNAGE TO BE DEMOLISHED, PATCH AND REPAIR

WALL PER ADJACENT WALL

05.701 NEW ALUMINUM SIGNAGE

08.401 STOREFRONT TYPE PER FLOOR PLAN ON SHEET A203 AND STOREFRONT SCHEDULE ON SHEET A700
SCALE: 1/8" = 1'-0"
REF: A200
A300
2 EOC - NORTH ELEVATION - DEMOLITION
0' 4' 8' 16' 32'
SCALE: 1/8" = 1' -0" (1:96)
SCALE: 1/8" = 1'-0"
REF: A203
A300
3 EOC - EAST ELEVATION - PROPOSED
SCALE: 1/8" = 1'-0"
REF: A203
A300
4 SOUTH ELEVATION - PROPOSED
SCALE: 1/8" = 1'-0"
REF: A203
A300
5 WEST ELEVATION - PROPOSED
LEVEL 1
0' - 0"
13 14
4 A310
2 A310
OFFICE
103

COMMUNITY
RISK
102

CONFERENCE
ROOM
105
E.O.C.
106
102 105A
102 105A
107
106
Sign: 102B Sign: 105C Sign: 106B Sign: 107A
W1 W1 W2
TYP

08.101
TYP

08.401

08.401 T.O. HIGH

PARAPET
20' - 6"
T.O. LOW

PARAPET
16' - 11"
10' - 0"
13' - 0"
9' - 6"
A801
3 A801
9 TYP
TYP

02.220
LEVEL 1
0' - 0"
JKL
1 A310

COMMUNITY
RISK
102

HALLWAY
101
ENTRY
100
3 A310
104 104B 103 103B
TYP

08.401
TYP

08.101
Sign: 104 Sign: 103 Sign: E187 Sign: 100B
T.O. HIGH

PARAPET
20' - 6"

27.101
T.O. LOW

PARAPET
16' - 11"
10' - 0"
A801
10 9' - 0"
LEVEL 1
0' - 0"
J K L
1 A310
AV/IT
108

CONFERENCE
ROOM
107
3 A310
E.O.C.
106
Sign: 106C 27.202 27.401
W1 W2
T.O. HIGH

PARAPET
20' - 6"
13' - 0"
T.O. LOW

PARAPET
16' - 11"
A801
3 A801
10 9' - 6"
TYP

27.401

23.701
LEVEL 1
0' - 0"
10 11 12 13 14 15 16
4 A310
2 A310

HALLWAY
101

CONFERENCE
ROOM
107
CUST.

E187
109
109
Sign: E177A
Sign: E177B Sign: E179B
Sign: E179A Sign: 109 Sign: 101C

08.401 08.101
W1
T.O. HIGH

PARAPET
20' - 6"
9' - 0"
T.O. LOW

PARAPET
16' - 11"
9' - 6"
E181 E179 E177
A801
10 02.217 02.217 02.217

23.701

OPEN TO
BEYOND

12.305

12.303

12.305
EXIST.
47" M
IN.
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
AG
JS
JM

ISSUED FOR CONSTRUCTION

09.01.2023

06.09.2023 BUILDING PERMIT SUBMITTAL

07.28.2023 BUILDING PERMIT SUBMITTAL 02

09.01.2023 ISSUED FOR CONSTRUCTION
1/8" = 1'-0"
A310 BUILDING SECTIONS

CARLSBAD EOC WING RENOVATION
2560 ORION WAY
CARLSBAD, CA 92010
0' 4' 8' 16' 32'
SCALE: 1/8" = 1' -0" (1:96)

1. FOR FINISHES SEE A600.

2. FOR ALL EXIT SIGNS, COORDINATE WITH ELECTRICAL DRAWINGS.

3. SEE SHEET A601 BUILDING SIGN SCHEDULE FOR SIGNAGE
INFORMATION.

SCALE: 1/8" = 1'-0"
REF: A203
A310
1 SECTION A
SCALE: 1/8" = 1'-0"
REF: A203
A310
2 SECTION B
SCALE: 1/8" = 1'-0"
REF: A203
A310
4 SECTION D
SCALE: 1/8" = 1'-0"
REF: A203
A310
3 SECTION C

KEYNOTES

BUILDING SECTIONS NOTES

02.217 (E) MECHANICAL ROOFTOP UNIT TO REMAIN

02.220 (E) STRUCTURAL SEISMIC RETROFITTING AS PART OF PREVIOUS

PROJECT TO REMAIN, WHERE EXPOSED TO INTERIOR SPACE, PAINT

PER SPECIFICATION

08.101 DOOR PER PLAN AND SCHEDULE

08.401 STOREFRONT TYPE PER FLOOR PLAN ON SHEET A203 AND STOREFRONT SCHEDULE ON SHEET A700

12.303 COUNTERTOP PER FINISH SCHEDULE

12.305 24" DEEP TALL CABINET PER FINISH SCHEDULE

23.701 (N) ROOFTOP MECHANICAL UNIT, SEE MECHANICAL SHEET M204

27.101 LADDER CABLE TRAY PER TECHNOLOGY DRAWINGS

27.202 TELECOM RACK PER TECHNOLOGY DRAWINGS

27.401 DISPLAY MONITOR PER TECHNOLOGY DRAWINGS
Sign: E177A Sign: E179A Sign: 109 Sign: 101C
109

08.401 08.101
TYP

09.601
Sign: E177B Sign: E179B

10.402
109
Sign: 100C
Sign: 106A Sign: 102A
102
TYP

09.601
TYP

08.101 27.401
TYP

08.401
106
106A

02.220 02.220
102

10.103
TYP

10.103
106

10.103 Sign: 104 Sign: 103
104 103
TYP

08.101
TYP

08.401
TYP

09.601

26.503
103B 104B

08.402 08.402
103

08.101 08.402
103B
104

08.101 08.402
104B
Sign: 105C
105A 09.601

08.401 08.101
105A

09.601
TYP

27.401

09.601

09.601
103A

08.401 02.220

09.601
104A

08.401 02.220

OPEN TO

HALLWAY
BEYOND

12.306

12.302 12.304
2' - 8 1/2"
5' - 3 1/2"
8' - 0"
6' - 0" 6' - 0" 11' - 5" V.I.F.

EQ EQ
EQ EQ

EQ EQ EQ

10.102 12.303
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
AG
JS
JM

ISSUED FOR CONSTRUCTION

09.01.2023

06.09.2023 BUILDING PERMIT SUBMITTAL

07.28.2023 BUILDING PERMIT SUBMITTAL 02

09.01.2023 ISSUED FOR CONSTRUCTION
1/4" = 1'-0"
A500 INTERIOR ELEVATIONS

CARLSBAD EOC WING RENOVATION
2560 ORION WAY
CARLSBAD, CA 92010

1. ALL DIMENSIONS FOR ACCESS COMPLIANCE ARE TO FACE OF
FINISH UNLESS OTHERWISE NOTED.

2. SEE SHEET A601 FOR SIGNAGE PLAN.
0' 2' 4' 8' 16'
SCALE: 1/4" = 1' -0" (1:96)
SCALE: 1/4" = 1'-0"
REF: A203
A500
2 (101) HALLWAY - EAST
SCALE: 1/4" = 1'-0"
REF: A203
A500
3 (101) HALLWAY - WEST
SCALE: 1/4" = 1'-0"
REF: A203
A500
4 (102) COMM. RISK - NORTH
SCALE: 1/4" = 1'-0"
REF: A203
A500
5 (103) OFFICE - SOUTH
SCALE: 1/4" = 1'-0"
REF: A203
A500
7 (104) OFFICE - SOUTH
SCALE: 1/4" = 1'-0"
REF: A203
A500
9 (104) CONF. RM. - EAST
SCALE: 1/4" = 1'-0"
REF: A203
A500
10 (104) CONF. RM. - WEST
SCALE: 1/4" = 1'-0"
REF: A203
A500
11 (104) CONF. RM. - NORTH

KEYNOTES

INTERIOR ELEVATION NOTES

02.220 (E) STRUCTURAL SEISMIC RETROFITTING AS PART OF PREVIOUS

PROJECT TO REMAIN, WHERE EXPOSED TO INTERIOR SPACE, PAINT

PER SPECIFICATION

08.101 DOOR PER PLAN AND SCHEDULE

08.401 STOREFRONT TYPE PER FLOOR PLAN ON SHEET A203 AND STOREFRONT SCHEDULE ON SHEET A700

08.402 PRE-FAB STOREFRONT SYSTEM PER FLOOR PLAN ON SHEET A203 AND STOREFRONT SCHEDULE ON SHEET A700, SEE SPECIFICATION SECTION 08 43 15

09.601 WALL BASE, SEE FINISH SCHEDULE

10.102 CITY SEAL GRAPHIC SIGANGE

10.103 FROSTED SIGNAGE ON GLAZING

10.402 SEMI-RECESSED FIRE EXTINGUISHER CABINET, PER DETAIL 9/G010

12.302 18" DEEP LOWER CABINET PER FINISH SCHEDULE

12.303 COUNTERTOP PER FINISH SCHEDULE

12.304 42" DEEP TALL CABINET PER FINISH SCHEDULE

12.306 18" DEEP CASEWORK SHELVING

26.503 LIGHT SWITCH, SEE ELECTRICAL DRAWINGS

27.401 DISPLAY MONITOR PER TECHNOLOGY DRAWINGS
SCALE: 1/4" = 1'-0"
REF: A203
A500
6 (103) OFFICE - NORTH
SCALE: 1/4" = 1'-0"
REF: A203
A500
8 (104) OFFICE - NORTH
SCALE: 1/4" = 1'-0"
REF: A203
A500
1 (100) ENTRY - SOUTH
Sign: 106B
Sign: 107A

08.101 08.401 08.401

09.601

26.503 107A
TYP

02.220
106A
106
107

26.504
TYP

09.901
Sign: 106C
TYP

27.401

09.601
TYP

26.101

26.504 09.801

09.601

02.220 02.220 02.220 02.221 02.221
105B
Sign: 105B
TYP

27.401 08.401 08.101
TYP

09.601 26.101
105B

09.801

12.303 12.301
7' - 0"
MAX.
2' - 10"

12.305 09.601

27.401

12.301

12.303

26.503
A900
6 107B
Sign: 107B

09.601

08.101

12.305
A900
8 27.401

09.601 26.503
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
AG
JS

JM ISSUED FOR CONSTRUCTION

09.01.2023

06.09.2023 BUILDING PERMIT SUBMITTAL

07.28.2023 BUILDING PERMIT SUBMITTAL 02

09.01.2023 ISSUED FOR CONSTRUCTION
1/4" = 1'-0"
A501 INTERIOR ELEVATIONS

CARLSBAD EOC WING RENOVATION
2560 ORION WAY
CARLSBAD, CA 92010

KEYNOTES

INTERIOR ELEVATION NOTES

02.220 (E) STRUCTURAL SEISMIC RETROFITTING AS PART OF PREVIOUS

PROJECT TO REMAIN, WHERE EXPOSED TO INTERIOR SPACE, PAINT

PER SPECIFICATION

02.221 (E) CLERESTORY WINDOWS TO REMAIN. PROTECT IN PLACE

DURING CONSTRUCTION

08.101 DOOR PER PLAN AND SCHEDULE

08.401 STOREFRONT TYPE PER FLOOR PLAN ON SHEET A203 AND STOREFRONT SCHEDULE ON SHEET A700

09.601 WALL BASE, SEE FINISH SCHEDULE

09.801 2" THICK KINETICS HARDSIDE ACOUSTICAL WALL PANELS IN

CUSTOM DESIGN FORMAT

09.901 PREP AND PAINT EXISTING VENTS TO MATCH ADJACENT SURFACE COLOR. VENTS TO BE ALIGNED WITH EACH OTHER.

12.301 24" DEEP LOWER CABINET PER FINISH SCHEDULE

12.303 COUNTERTOP PER FINISH SCHEDULE

12.305 24" DEEP TALL CABINET PER FINISH SCHEDULE

26.101 RECEPTACLE, SEE ELECTRICAL DRAWINGS

26.503 LIGHT SWITCH, SEE ELECTRICAL DRAWINGS

26.504 ILLUMINATED EXIT SIGN, SEE ELECTRICAL DRAWINGS

27.401 DISPLAY MONITOR PER TECHNOLOGY DRAWINGS SCALE: 1/4" = 1'-0" REF: A203
A501
1 (106) E.O.C. - EAST
SCALE: 1/4" = 1'-0"
REF: A203
A501
2 (106) E.O.C. - SOUTH
SCALE: 1/4" = 1'-0"
REF: A203
A501
3 (106) E.O.C. - WEST
SCALE: 1/4" = 1'-0"
REF: A203
A501
4 (106) E.O.C. - NORTH
SCALE: 1/4" = 1'-0"
REF: A203
A501
5 (107) CONF. RM. - EAST
SCALE: 1/4" = 1'-0"
REF: A203
A501
6 (107) CONF. RM. - SOUTH
SCALE: 1/4" = 1'-0"
REF: A203
A501
7 (107) CONF. RM. - NORTH
SCALE: 1/4" = 1'-0"
REF: A203
A501
8 (108) E.O.C. DIR. - SOUTH
0' 2' 4' 8' 16'
SCALE: 1/4" = 1' -0" (1:96)

1. ALL DIMENSIONS FOR ACCESS COMPLIANCE ARE TO FACE OF
FINISH UNLESS OTHERWISE NOTED.

2. SEE SHEET A601 FOR SIGNAGE PLAN.
10 11 12 13
G
H
J
K
L
14 15 16

VESTIBULE
E103
28 SF
CUST.

E101
95 SF
136 SF
OFFICE
103
136 SF
OFFICE
104
47 SF
ELECT.

E108
885 SF

COMMUNITY
RISK
102
237 SF

CONFERENCE
ROOM
105 2052 SF
E.O.C.
106
138 SF

CONFERENCE
ROOM
107
147 SF
AV/IT
108
271 SF
ENTRY
100
183 SF
E.O.C.

DIRECTOR
109
MEN
E179
241 SF
WOMEN
E178
158 SF
LOBBY
E101

HALLWAY
E172
GENDER

NEUTRAL
E173
GENDER

NEUTRAL
E174

RECORDS

SUPERVISOR
110
607 SF

HALLWAY
101
11 SF

CONDUIT
CLOSET
110
8 A820
8 A820
4 A820
4 A820
4 A820
TYP
7 A820
5 A820
5 A820
7 A820
8 A820
8 A820

LVT FLOORING

SYMBOL DESCRIPTION

CARPET TILES

SEALED CONCRETE

NOT IN CONTRACT
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
AG
JS
JM

ISSUED FOR CONSTRUCTION

09.01.2023

06.09.2023 BUILDING PERMIT SUBMITTAL

07.28.2023 BUILDING PERMIT SUBMITTAL 02

09.01.2023 ISSUED FOR CONSTRUCTION
1/8" = 1'-0"
A600 FINISH PLAN, SCHEDULE, AND LEGEND

CARLSBAD EOC WING RENOVATION
2560 ORION WAY
CARLSBAD, CA 92010

1. FOR ADDITIONAL FINISH INFORMATION REFER TO
SPECIFICATIONS.

2. ALL MATERIALS/PRODUCTS ARE TO BE INSTALLED PER
MANUFACTURER'S INSTALLATION RECOMMENDATIONS.

3. NO SUBSTITUTION OF ANY FINISHES IS ALLOWED WITHOUT
APPROVAL OF ARCHITECT AND THE CITYY.

4. PROVIDE MOISTURE RESISTANT GYP. BD. SHEATHING AT ALL WET AREAS.

5. REPAINT INTERIOR WALLS AND HARD -LID CEILINGS. ENTIRE ROOM MUST BE PAINTED OR REPLACED. ALL PREVIOUSLY PAINTED
SURFACES SHALL BE PAINTED UNLESS FACTORY FINISHED.

REPLACE CEILING TILES WHERE SHOWN TO BE REPLACED.

6. ALL INTERIOR WALLS, CEILINGS, AND FLOOR FINISHES TO BE CLASS 'A' MINIMUM.

AL ALUMINIUM

AN ANODIZED

FF FACTORY FINISHED

E EXISTING

GL GLASS

GLV GALVANIZED
GYP. BD. GYPSUM BOARD

HM HOLLOW METAL

N TRANSPARENT FINISH

OTS OPEN TO STRUCTURE

PL POLISHED

PT PAINTED

RB RUBBER BASE

S STEEL

SC SOLID CORE

SS STAINLESS STEEL

ST STAINED & CLEAR COATED

UC UNDERCUT

V VINYL

WD WOOD

FINISHES
SCALE: 1/8" = 1'-0"
REF: A300
A600
1 FINISH FLOOR PLAN

FINISH PLAN LEGEND

FINISH FLOOR PLAN NOTES

FINISH PLAN ABBREVIATIONS
0' 4' 8' 16' 32' N
SCALE: 1/8" = 1' -0" (1:96)
FINISH SCHEDULE.

RM # ROOM NAME FLOOR BASE
WALL

CEILING CABINETRY COMMENTS NORTH EAST SOUTH WEST
100 ENTRY IF-10 IB-10 IW-10 IW-10 IW-10 IW-10 IC-30 IN-10 101 HALLWAY IF-10 IB-10 IW-10 IW-10 IW-10 IW-10 IC-30 - 102 COMMUNITY RISK IF-20 IB-10 IW-10 IW-10 IW-10 IW-10 IC-2 0 - 103 OFFICE IF-20 IB-10 IW-10 IW-10 IW-10 IW-10 IC-20 -
104 OFFICE IF-20 IB-10 IW-10 IW-10 IW-10 IW-10 IC-20 -
105 CONFERENCE ROOM IF-20 IB-10 IW-10 IW-10 IW-10 IW-10 IC- 21 - 106 E.O.C. IF-20 IB-10 IW-10 IW-10 IW-10 IW-10 IC-21 -
107 CONFERENCE ROOM IF-20 IB-10 IW-10 IW-10 IW-10 IW-10 IC- 21 IN-10 108 AV/IT IF-30 IB-10 IW-10 IW-10 IW-10 IW-10 IC-40 -
109 E.O.C. DIRECTOR IF-20 IB-10 IW-10 IW-10 IW-10 IW-10 IC- 20 - 110 CONDUIT CLOSET IF-30 IB-10 IW-10 IW-10 IW-10 IW-10 IC-4 0 - E172 HALLWAY IF-10 IB-10 IW-10 IW-10 IW-10 IW-10 - - (E) GYP. BD. CEILING TO REMAIN, PROTECT IN PLACE MANUFACTURER:

COLOR:

SHEEN:

MANUFACTURER:

COLOR:

SHEEN:

MANUFACTURER:

COLOR:

SHEEN:

MANUFACTURER:

COLOR:

SHEEN:

IB-10
MANUFACTURER: JOHNSONITE (TARKETT) TRADITIONAL 4"
LINE/COLOR: 20 CHARCOAL

RUBBER BASE

INTERIOR WALL BASE IB-

PAINTS/STAINS/COATINGS P-

INTERIOR FLOOR IF-
EW-10
Color: TBD
Finish: TBD
STUCCO

EXTERIOR WALL EW-
IF-20
MANUFACTURER: SHAW CONTRACT
LINE/COLOR: TBD

CARPET TILE
IW-10
PAINTED P-1

GYPSUM BOARD

INTERIOR WALL IW-
P-1 BENJAMIN MOORE
1492 SEBRING WHITE

EGGSHELL(UNO)

TYPICAL INTERIOR WALLS

AND METAL DOORS/FRAMES
P-2 TBD
TBD

FLAT (UNO)

TYPICAL INTERIOR CEILINGS
P-3 BENJAMIN MOORE
TBD

EGGSHELL

TYPICAL EXTERIOR WALLS
P-6 TBD
TBD

SEMI-GLOSS (UNO)

TYPICAL INTERIOR DOORS &
FRAMES
IC-10
PAINTED P-1

GYPSUM BOARD

INTERIOR CEILING/SOFFIT IC-
IC-20
MANUFACTURER: ARMSTRONG
LINE/COLOR: DUNE, FINE TEXTURE, WHITE
SIZE: 24"x24" SQUARE LAY-IN, TEGULAR
SUSPENSION SYSTEM: ARMSTRONG PRELUDE XL 15/16" WHITE GRID

ACOUSTICAL CEILING TILE
IC-21
MANUFACTURER: ARMSTRONG
LINE/COLOR: CALLA PRIVASSURE PANELS, SMOOTH TEXTURE, WHITE SIZE: 24"x24", SQUARE LAY-IN, TEGULAR
SUSPENSION SYSTEM: ARMSTRONG PRELUDE XL 15/16" WHITE GRID

ACOUSTICAL CEILING TILE (HIGH NRC/CAC)
IC-30
MANUFACTURER: HUNTER DOUGLAS
LINE/COLOR: MULTI-BOX CONTINUOUS PATTERN - BRAVO, ANIGRE (8453) PAINT ALL STRUCTRE, MECHANICAL, ELECTRICAL, ETC. BEYOND: PT-2

LINEAR METAL CEILING
IC-40

NO FINISH

EXPOSED STRUCTURE
ID-10
PAINTED P-2 / PAINTED P-2

DOOR/FRAME

INTERIOR DOOR ID-
IS-10 CLEAR ANODIZED

INTERIOR STOREFRONT IS-
IN-10
COUNTERTOP MANUFACTURER: NUVOLA
- LINE/COLOR: 6760 STUDIO COLLECTION
CABINET FACE MANUFACTURER: WILSONART
- LINE/COLOR: STUDIO TEAK, LINEARITY FINISH WITH AEON 7960K-18 CABINET INTERIOR: TBD

COUNTERTOP & CABINET

INTERIOR CABINETRY/COUNTERTOP IN-

INTERIOR WINDOW TREATMENT
IT-
IH-10 SEE SPECIFICATIONS

INTERIOR DOOR/WINDOW HARDWARE IH-
IE-10 DECORA STYLE, COLOR : WHITE

INTERIOR ELECTRICAL OUTLETS / SWITCH/ COVER PLATES IE-
ES-10 CLEAR ANODIZED

EXTERIOR STOREFRONT ES-
EH-10 TBD

EXTERIOR DOOR/WINDOW HARDWARE EH-
IF-10
MANUFACTURER: SHAW CONTRACT
LINE/COLOR: UNVEIL, OXIDIZE 01504, V2

VINYL TILE
IF-30
MANUFACTURER: AMERLOCK
LINE/COLOR: SIGMACOVER 2/SEMI-GLOSS

EPOXY SEALED CONCRETE
IT-10
MANUFACTURER: MECHOSHADE
LINE/COLOR: EUROTWILL REVERSABLE WEAVE 6000/6015 SMOKE
OPEN: 3%
-

WINDOW SHADE
(SEE A700 FOR WINDOW AND

DOOR SHADE LOCATIONS IN
SCHEDULES.)
10 11 12 13
G
H
J
K
L
14 15 16

ER ER ER ER
OFFICE
103
OFFICE
104
ELECT.

E108

COMMUNITY
RISK
102

CONFERENCE
ROOM
105
E.O.C.
106

CONFERENCE
ROOM
107
AV/IT
108
ENTRY
100
E.O.C.

DIRECTOR
109
Sign: 100A

HALLWAY
101
Sign: 100B
Sign: 102A
Sign: 102B
Sign: 105A
Sign: 105B Sign: 105C Sign: 105D
Sign: 106A
Sign: 106B
Sign: 106C
Sign: 107A
Sign: 107B
Sign: 108
Sign: 109
Sign: 101C
Sign: E179A Sign: E177A
Sign: E178A
Sign: 100C
Sign: 104
Sign: 103

CONDUIT
CLOSET
110
Sign: 100D
Sign: E174A Sign: E173A
MEN
E179
241 SF
WOMEN
E178
158 SF
LOBBY
E101

HALLWAY
E172
GENDER

NEUTRAL
E173
GENDER

NEUTRAL
E174

RECORDS

SUPERVISOR
110
Sign: E187
Sign: E173B Sign: E174B
Sign: E179B

VESTIBULE
E177
Sign: E177B
Sign: E178B
CUST.

E187
Sign: E172
Sign: 100E
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
AG
JS
JM

ISSUED FOR CONSTRUCTION

09.01.2023

06.09.2023 BUILDING PERMIT SUBMITTAL

07.28.2023 BUILDING PERMIT SUBMITTAL 02

09.01.2023 ISSUED FOR CONSTRUCTION
1/8" = 1'-0"
A601 SIGNAGE PLAN AND SCHEDULE

CARLSBAD EOC WING RENOVATION
2560 ORION WAY
CARLSBAD, CA 92010
SCALE: 1/8" = 1'-0"
REF: A300
A601
1 SIGNAGE FLOOR PLAN

BUILDING SIGN SCHEDULE

SIGNAGE PLAN NOTES
0' 4' 8' 16' 32' N
SCALE: 1/8" = 1' -0" (1:96)
SIGN
#. ROOM NAME SIGN DESCRIPTION DETAIL

USER SPECIFIED
TEXT
100A ENTRY ROOM IDENTIFICATION WALL SIGN 12/A890 (Room Name) 100B ENTRY TACTILE EXIT SIGN 1A/A891 (Room Name)
100C HALLWAY ROOM IDENTIFICATION WALL SIGN 12/A890 (Roo m Name) 100D ENTRY ACCESSIBLE ENTRANCE SIGN 2/A890 -
100E ENTRY NO SMOKING SIGN 2/A891 (Room Name)
101C HALLWAY TACTILE EXIT SIGN 1A/A891 (Room Name)
102A COMMUNITY RISK ROOM IDENTIFICATION WALL SIGN 12/A 890 (Room Name) 102B COMMUNITY RISK TACTILE EXIT ROUTE SIGN 1B/A891 (Ro om Name) 103 OFFICE ROOM IDENTIFICATION WALL SIGN 12/A890 (Room Name) 104 OFFICE ROOM IDENTIFICATION WALL SIGN 12/A890 (Room Name) 105A CONFERENCE ROOM ROOM IDENTIFICATION WALL SIGN 12/ A890 (Room Name) 105B CONFERENCE ROOM ROOM IDENTIFICATION WALL SIGN 12/ A890 (Room Name) 105C CONFERENCE ROOM TACTILE EXIT ROUTE SIGN 1B/A891 (R oom Name) 105D CONFERENCE ROOM TACTILE EXIT ROUTE SIGN 1B/A891 (R oom Name) 106A E.O.C. ROOM IDENTIFICATION WALL SIGN 12/A890 (Room Name) 106B E.O.C. TACTILE EXIT ROUTE SIGN 1B/A891 (Room Name) 106C E.O.C. TACTILE EXIT SIGN 1A/A891 (Room Name)
107A CONFERENCE ROOM ROOM IDENTIFICATION WALL SIGN 12/ A890 (Room Name) 107B CONDUIT CLOSET ROOM IDENTIFICATION WALL SIGN 12/A 890 (Room Name) 108 AV/IT ROOM IDENTIFICATION WALL SIGN 12/A890 (Room N ame) 109 E.O.C. DIRECTOR ROOM IDENTIFICATION WALL SIGN 12/A 890 (Room Name) E172 HALLWAY TACTILE EXIT ROUTE SIGN 1B/A891 (Room Name ) E173A GENDER NEUTRAL GENDER NEUTRAL RR WALL SIGN 11/A8 90 (Room Name) E173B GENDER NEUTRAL GENDER NEUTRAL RR DOOR SIGN 7/A89 0 - E174A GENDER NEUTRAL GENDER NEUTRAL ACCESSIBLE RR WAL L SIGN
10/A890 (Room Name)
E174B GENDER NEUTRAL GENDER NEUTRAL ACCESSIBLE RR DOO R SIGN
6/A890 -
E177A VESTIBULE WOMENS RR WALL IDENTIFICATION SIGN 8/A 890 (Room Name) E177B VESTIBULE WOMENS RR DOOR SIGN 4/A890 -
E178A WOMEN WOMENS RR WALL IDENTIFICATION SIGN 8/A890 ( Room Name) E178B WOMEN WOMENS RR DOOR SIGN 4/A890 -
E179A MEN MENS RR WALL IDENTIFICATION SIGN 5/A890 (Room Name) E179B MEN MENS RR DOOR SIGN 5/A890 -
E187 CUST. ROOM IDENTIFICATION WALL SIGN 12/A890 (Room Name)

SCHEDULE

SEE DOOR

SCHEDULE

SEE DOOR
A B C

SCHEDULE

SEE DOOR

SCHEDULE

SEE DOOR

SCHEDULE

SEE DOOR

SCHEDULE

SEE DOOR
D

SCHEDULE

SEE DOOR

SCHEDULE

SEE DOOR

1. ALL EXISTING DOORS TO REMAIN UNLESS NOTED OTHERWISE.

2. ALL (E) DOORS TO BE ADJUSTED TO 5 LBS OPERATING PRESSURE REPLACE DOOR CLOSER IF THE 5 LBS OPERATING PRESSURE IS NOT ACHIEVED.

3. (E) H.M. DOOR FRAMES TO BE PAINTED. SEE FINISH SCHEDULE FOR ADDITIONAL INFORMATION.

4. ALL GLAZING WITHIN DOORS TO BE TEMPERED.

5. ALL NEW AND EXISTING DOOR WIDTHS TO PROVIDE 32" MINIMUM CLEAR PER CBC 11b -303.2.3.

6. DOOR HARDWARE TO BE OPERABLE WITH ONE HAND AND SHOULD

NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE HAND PER CBC 11B -404.2.7 AND 11B -309.4.

7. DOOR THRESHOLDS TO BE ½ INCH HIGH MAXIMUM. RAISED

THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL
COMPLY WITH CBC SECTION 11B -302 AND 11B -303. CBC 11B -404.2.5.

SCHED.

SEE

DOOR EQ EQ
SEE SCHED.

SEE SCHED.

SEE DOOR SCHED.
102
102
1 A831
3 A831
4 A831
4 A831
103B
103
SEE SCHED.

SEE DOOR SCHED.

SCHED.

SEE
DOOR
SEE SCHED.

EQ EQ
, 104B SIM.

OPP.
6 A831
7 A831
4 A831
3 A831
7' - 0"
SEE
SCHED.

SEE SCHED.
103A 104A &
EQ. EQ.
4 A830
TYP
1 A830
2 A830
3 A830
105A
105A
SEE SCHED.

SCHED.

SEE
DOOR
SEE SCHED.

SEE DOOR SCHED.
1 A831
3 A831
4 A831
SEE SCHED.
3' - 0 1/4"
SEE SCHED.

SEE DOOR SCHED.
105B
105B

EQ EQ EQ EQ
6 A831
TYP
, 109 SIM. OPP. 1
A831
3 A831
4 A831
106
SEE SCHED.

EQ1 EQ2 EQ2 EQ2 EQ3 EQ3
SEE SCHED.
106A
SCHED.

SEE DOOR EQ1
6 A831
TYP
6 A831
3 A831
4 A831
5 A831
TYP.
107
SEE SCHED.

SEE SCHED.

SCHED.

SEE DOOR
107A
EQ EQ
6 A831
1 A831
4 A831
3 A831

1. MANUFACTURER / FABRICATOR TO BE RESPONSIBLE FOR THE

ENGINEERING AND STABILITY OF STOREFRONT / CURTAIN WALL
SYSTEMS.

2. CONTRACTOR TO REMOVE, STORE, AND REINSTALL ALL EXISTING WINDOW SHADES WITHIN SCOPE OF WORK AREA, U.N.O. SEE
STOREFRONT SCHEDULE.

3. CONTRACTOR TO FIELD VERIFY STOREFRONT/WINDOW SIZES PRIOR TO FABRICATION AND INSTALLATION.

4. FOR GLAZING TYPES, SEE SPECIFICATION 08 80 00.

1. TEMPERED GLAZING SHALL BE PROVIDED AT ALL GLAZING
LOCATIONS, UNLESS NOTES OTHERWISE.

2. SEE SPECIFICATION SECTION 08 80 00 FOR ADDITIONAL
INFORMATION.

SYMBOL DESCRIPTION

GLAZING - TEMPERED
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
AG
JS
JM

ISSUED FOR CONSTRUCTION

09.01.2023

06.09.2023 BUILDING PERMIT SUBMITTAL

07.28.2023 BUILDING PERMIT SUBMITTAL 02

09.01.2023 ISSUED FOR CONSTRUCTION
As indicated
A700 DOOR & STOREFRONT SCHEDULE &
LEGEND

CARLSBAD EOC WING RENOVATION
2560 ORION WAY
CARLSBAD, CA 92010
SCALE: 1/4" = 1'-0"

DOOR LEGEND

AL ALUMINUM

DB DOOR BUTTON

CR CARD READER

FF FACTORY FINISH

GC GRILLE CURTIAN

HM HOLLOW METAL

PT PAINTED

PH PANIC HARDWARE

SC SOLID CORE

SSC STEEL SLAT CURTAIN

WD WOOD

ST STAINED

LG CLEAR LAMINATED GLASS (SEE GLASS GENERAL NOTES)

T TEMPERED GLAZING (SEE GLASS GENERAL NOTES)
SCHED. SCHEDULE

DOOR GENERAL NOTES

DOOR/STOREFRONT SCHEDULE ABBREVIATIONS

STOREFRONT SCHEDULE
MARK

CONTRACTOR TO VERIFY IN FIELD FRAME DETAILS

GLAZING
WINDOW

COVERING COMMENTS LENGTH HEIGHT AREA MATERIAL FINISH HEAD JAMB MULLION SILL 102 7' - 8" 7' - 2" 54.9 SF AL FF 3/A831 4/A831 6/A831 1/A83 1 TYPE 2 - 103A 8' - 1" 2' - 0" 16.2 SF AL FF 3/A830 2/A830 4/A830 1/83 0 TYPE 1 YES 103B 10' - 7" 7' - 2" 75.8 SF AL FF 3/A831 SIM. 4/A831 SIM . PER MANUF. 7/A831 TYPE 2 YES PRE-FAB STOREFRONT SYSTEM , SEE SPECIFICATION SECTION 08 43 15 104A 8' - 1" 2' - 0" 16.2 SF AL FF 6/A830 5/A830 8/A830 4/83 0 TYPE 1 YES 104B 10' - 7" 7' - 2" 75.8 SF AL FF 3/A831 SIM. 4/A831 SIM . PER MANUF. 7/A831 TYPE 2 YES PRE-FAB STOREFRONT SYSTEM , SEE SPECIFICATION SECTION 08 43 15 105A 6' - 0" 7' - 2" 43.0 SF AL FF 3/A831 4/A831 6/A831 1/A8 31 TYPE 2 YES 105B 16' - 8" 7' - 2" 119.4 SF AL FF 3/A831 3/A831 6/A831 1/ A831 TYPE 2 YES 106 35' - 1" 7' - 2" 138.4 SF AL FF 3/A831 3/A831 6/A831 5/A 831 TYPE 2 - 107 12' - 0" 7' - 2" 86.0 SF AL FF 3/A831 4/A831 6/A831 1/A8 31 TYPE 2 YES 109 15' - 4" 7' - 2" 109.9 SF AL FF 3/A831 4/A831 6/A831 1/A 831 TYPE 2 YES

DOOR SCHEDULE

MARK TYPE DESCRIPTION WIDTH HEIGHT THICKNESS
PANIC

HARDWARE
CARD
READER

DOOR FRAME DETAILS HARDWARE

GROUP COMMENTS MATERIAL FINISH MATERIAL FINISH HEAD JAMB THRESHOLD 102 C STOREFRONT - FULL VISION LITE 3' - 0" 7' - 0" 1 3/ 4" No C1 AL FF AL FF PER MANUF. PER MANUF. 5/A820 4 103 D STOREFRONT - FULL VISION LITE - SLIDING 2' - 11 3/4" 7' - 0" 1 3/4" - AL FF AL FF PER MANUF. PER MANUF. - 5 104 D STOREFRONT - FULL VISION LITE - SLIDING 2' - 11 3/4" 7' - 0" 1 3/4" - AL FF AL FF PER MANUF. PER MANUF. - 5 105A C STOREFRONT - FULL VISION LITE 3' - 0" 7' - 0" 1 3 /4" No - AL FF AL FF PER MANUF. PER MANUF. - 6 105B C STOREFRONT - FULL VISION LITE 3' - 0 7/32" 7' - 0" 1 3/4" No - AL FF AL FF PER MANUF. PER MANUF. - 6 106A C STOREFRONT - FULL VISION LITE 3' - 0" 7' - 0" 1 3 /4" No C1 AL FF AL FF PER MANUF. PER MANUF. 5/A820 4 107A C STOREFRONT - FULL VISION LITE 3' - 0" 7' - 0" 1 3 /4" No - AL FF AL FF PER MANUF. PER MANUF. - 6 107B B DOUBLE - UNEQUAL 5' - 0" 7' - 0" 1 3/4" No - SC ST HM P T 1/A820 1/A820 6/A820 7 108 A SINGLE - FLUSH 3' - 0" 7' - 0" 2" - SC ST HM PT 1/A820 1/ A820 7/A820 8 109 C STOREFRONT - FULL VISION LITE 3' - 0" 7' - 0" 1 3/ 4" No C1 AL FF AL FF PER MANUF. PER MANUF. 5/A820 4 SCALE: 1/4" = 1'-0" A700
1 STOREFRONT LEGEND

STOREFRONT GENERAL NOTES

TEMPERED GLASS LEGEND & GENERAL NOTES
No
No
No

PROVIDE SHADE COVERING, SEE FINISH SCHEDULE

PROVIDE SHADE COVERING, SEE FINISH SCHEDULE
MTL. STUDS PER PLAN BRACE
MID -HEIGHT (ICC ESR -3064P)
BOTT. TRACK CONNECT

TO (E) CONCRETE SLAB
PER
5/8" TYPE 'X' GYP. BD.
1 LAYER EA. SIDE

ATTACH TO STUDS W/
1" TYPE S DRYWALL
SCREWS @ 8" O.C. TO
VERT. EDGES & 12"
O.C. TO TOP & BOTT.

RUNNERS & STAGGER

ALL JOINTS

DEFLECTION TOP TRACK
PER

ROOF FRAMING/ STRUCTURE

ABOVE (EXISTING)
FIN. FLR.

WALL BRACING PER
BRACING REQUIRED WHERE GYP. BD. IS

NOT CONTINUOUS TO STRUCTURE

ABOVE AND AS NOTED IN OTHER
DETAILS.
13' -0" MAX.

FINISH PER WALL TYPES
/9 A801
/4 A801
/10 A801
9" M
AX.

DOUBLE STUDS @ SIDES OF

OPENING
USE #10 SELF -TAPPING

SHEET METAL SCREWS

WHEN ATTACHING ITEMS
TO BACKING PLATE.

STRUCTURE ABOVE PER 6/A802

FINISH CEILING PER

REFLECTED CEILING PLAN

CASEWORK PER INTERIOR

ELEVATION OR EQUIPMENT

ANCHORED TO WALL
6"x16 GA. STEEL TRACK

BACKING TRACK
CONC. SUB -FLOOR
NOTE:
5' - 0" MAX.
/7 A801

ALLOWED

NO DUCT PENETRATION
PROVIDE 16 GA. STUD MIN

BRACE PER ABOVE

ANGLE PER ABOVE -

FASTEN TO TOP TRACK
W/ 3 -#10 S.M.S.

STUD WALL PER PLAN
12 GA.x3"x3" ANGLE U.O.N.

SPAN ACROSS MIN 2 FLUTES WHEN
ANGLE IS PERPENDICULAR TO STL.

DECK
400S162 -43 @ 4' -0" O.C.;

ALTERNATE BRACES EA SIDE AT
INTERIOR WALLS, 2 BRACES MIN

PER WALL

ROOF FRAMING / STRUCTURE

ABOVE (EXISTING)
CONT. TRACK SAME GAGE
AS STUDS W/ 2 -#10 S.M.S.

TO EA. STUD

CLIP FLANGES AND

BEND WEB, ATTACH TO
LEDGER W/ (4) #10 SMS

STUD WALL PER PLAN
(4) #12 SMS @ BARE METAL DECK,

LOCATED AT CENTER OF DECK

BOTTOM FLUTES
8"
TYP.
8" MIN
1 1/2" 1 1/2"
1 MAX
.

BRACE LENGTH
12' -0" MAX.

A
A
A-A
400S162 -54 STRONGBACK AT EACH
BRACE WHERE LENGTH IS ≥ 7' -6",
PROVIDE #10 SCREWS @ 12" O.C. TO
BRACE (1ST SCREW 6" FROM ENDS)

BRACE PER ABOVE
M
IN.
6"
CLG.
4-#10 SMS BRACE TO ANGLE
1 PROVIDE LATERAL

BRACES PER DETAIL

TBD TWO STUD
BAYS EA. SIDE @

TOP & MIDPOINT
3 STUDS
@ CORNERS
EXISTING STRUCT.

ABOVE
NOTE:

1. TRACK & CORNERS

2. PARTIAL HEIGHT PARTITIONS

SHALL BE BRACED ALONG TOP
TRACK PER 9A801

3. FRAMING DETAIL REFERENECED

HERE CAN BE FOUND ON DETAIL
9/A803

4. LOCATED BOTTOM TRACK

FASTERNERS TO CONCRETE
SLAB 3" MIN. AND 8" MAX. FROM
EA. END OF TRACK.

OPEN.
8'-0" MAX.

WINDOW
'W'

OPENING WIDTH
8'-0" MAX.
1' - 0" 1' - 0"
10 A801
10 A801
C,D
8 A801
D
8 A801
E,F
8 A801
E,F
8 A801
8 A801 C,D
G8
A801
H
8 A801

TOP TRACK SPLICE

PER TBD
'W'

OPENING WIDTH
HILTI X -U SHOTPINS W/ 1" MIN.

EMBED @ 16" O.C. (ICC
ESR -2269), CENTERED IN

BOTTOM TRACK

1. ALL STUDS SHALL BE PER S.S.M.A. ICC ESR -3064P, OR EQUAL. ALL STUDS, TRACK AND MISC. SECTIONS SHALL BE AS FOLLOW.

STUDS & TRACK - 18GA OR LIGHTER - MINIMUM YIELD STRESS OF 33 KSI STUDS & TRACK - 16GA OR HEAVIER - MINIMUM TIELD STRESS OF 50 KSI SIZES AND GAUGES OF STUD FRAMING SHALL BE PER WALL TYPE U.N.O ON THE PLANS PER DETAILS.

2. STEEL STUDS, JOISTS, AND ACCESSORIED SHALL BE GALVANIZED WITH A G60 COATING U.N.O.

3. ALL TOP AND BOTTOM TRACKS SHALL BE 2 GA. HEAVIER THAN STUD GAGE, U.O.N.

4. ALL SHOTPINS SHOWN FOR CONNECTIONS TO CONCRETE SHALL BE HILTI 0.157" DIA.

X-U PER ICC ESR -2269. W/ 1" MIN EMBED FOR CONCRETE APPLICATIONS. MINIMUM SPACING = 12" O.C., U.O.N MINIMUM EDGE DISTANCE = 3"

5. ALL SHOTPINS SHOWN FOR CONNECTIONS TO STEEL FRAMING OR DECK CLOSURE PLATE SHALL BE 0.157" HILTI X-U PER ICC ESR -2269, OR EQUAL.

MINIMUM SPACING = 12" O.C., U.O.N. MINIMUM EDGE DISTANCE = 1/2"

6. ALL SCREWS FOR CONNECTION BETWEEN GAUGE METAL PIECES SHALL BE #10 SHEET METAL SCREWS TYP. U.O.N. GRABBER SCREWS PER ICC -ESR -1271, OR EQUAL MINIMUM SPACING = 3xd (d = NOMINAL SCREW DIAMETER)
MINIMUM EDGE DISTANCE = 1/2"

7. ALL WELDING WILL BE DONE BY A CERTIFIED WELDER.

8. SHEET METAL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH AWS D1.3 ELECTRODES SHALL CONFORM TO AWS A5.1 OR A5.5 AND TABLE 5.2 OF AWS D1.3

9. CONTRACTOR SHALL CONTACT ENGINEER FOR ANY TYPE OF DISCREPANCY

10. NO OFF SITE FABRICATION OR WELDING IS TO BE DONE.

NOTE:

REFER TO 2/A803 FOR MTL. STUDS

PROPERTIES
TRACK

0.772 2.316 600S162 -43 0.447

0.556 600S162 -54 2.860 0.916

PROPERTIES
STUDS
Sx (in 3)Ix (in 4)SECTION AREA (in 2)
SECTION Ix (in 4)
(EFFECTIVE) AREA (in 2)
NOTE
NOTE
4" x 1 5/8" x 18 GA. 0.357 400S162 -43 0.892 0.417

0.717 2.640 600T200 -54 0.565
600T150 -54 0.509 2.400 0.609
600T150 -43 0.405 1.890 0.474
Sx (in 3)
(EFFECTIVE)
6" x 1 5/8" x 16 GA.
6" x 1 5/8" x 18 GA.
6" x 1 1/2" x 16 GA.
6" x 1 1/2" x 18 GA.
6" x 2" x 16 GA.

CUT AND BEND FLANGES
@ STUDS
3 #10 S.M.S. EACH STUD

STUDS PER PLAN
MIN 6"x16 GA. UNPUNCHED STEEL
TRACK W/ MIN 2" FLANGES ONE
PIECE ON MIN. OF 3 STUDS. EXTEND

BACKING ONE STUD BAY BEYOND
EDGE OF CABINET OR EQUIP.

MAX. 16"
4"
MAX.

MAX. 16"
NOTE: NOTCHING OR CURRING OF BACKING TRACK IS NOT PERMITTED EXCEPT AROUND WALL STUD FLANGES. TRACJ FLANGES SHALL NOT BE CUT MORE THAN 1/2" WIDER THAN WIDTH OF WALL STUDS.

A803
C
A803
F
A803
E
A803
H
A803
G
A803

CONCRETE FLOOR SLAB
TRACK CONTINUES @ SIDELIGHT

FLOOR LINE
#10 S.M.S EA. STUD @ EA. FLG.

TRACK SAME GA. AS STUDS.
16 GAUGE DBL. STUDS @ EA. JAMB

STUDS PER PLAN
16 GAUGE DBL. STUDS
@ EA. JAMB
3/32 2-12
16 GAUGE TRACK SILL

STUDS PER PLAN

INTERMEDIATE STUD

WHERE OCCURS
#10 SHEET METAL SCREWS @
EA. INTERMEDIATE STUD
#10 S.M.S. @ 12" O/C TYP.

TOP OF OPENING SECT. @ HEADER

SILL STUD UNDER SILL
BOTT. OF PART. BOTT. OF PART.
#10 S.M.S. SCREWS TYP. @ 1
1/2" O.C. MAX EA. SIDE.

STUD TRACK

STUD TRACK
8' -0" MAX. SPAN
2-16 GAUGE STUDS @ EA. JAMB
#10 S.M.S (3 MIN AT SILL)
D
16 GA STUD PER SCHEDULE
W/ 2" MIN FLANGE WIDTH
NOTE:

PLEASE NOTE THESE DETAILS ARE REFENENCED FROM
DETAIL 5/A801
4-#10 SMS MIN, TYP
NOTE: USE UNPUNCHED STUDS & TRACKS IN HEADER ASSEMBLY.
(SAME GAGE AS STUD OR THICKER)
(SAME GAGE AS STUD OR THICKER)
STUD DEPTH "D" OPENING WIDTH ("W")
4"
6"
8"
W ≤ 4' -0"
4' < W ≤ 6'
6' < W ≤ 8'
MIN. NO OF SMS:

D = 4" (3 SCREWS)
D = 6" (4 SCREWS)
D = 8" (5 SCREWS)
2 #10 SMS EA.

SIDE TYP.

DBL. STUDS
4-#12 SMS
EQ EQ
12 GA. x2"x2" BENT PL., MATCH WIDTH OF STUDS
(E) ROOF OVER
MTL. DECK TO
REMAIN
MTL. STUDS @ 16" O.C.

PER PLAN
3" WIDE 12 GA METAL
STRAP ACROSS 3
FLUTES @ 12" O.C.
16 GA SLIP TRACK W/ 2 -#10
SMS @ 12" O.C. WHERE
WALL ALIGNS WITH STL.

BEAM ABOVE, CONNECT

SLIP TRACK TO BOTTOM
FLANGE W/ (2) 12 -14x1" TEKS
SCREWS @ 12" O.C. (ICC
ESR -1976) OR APPROVED
EQUAL.
#10 SMS, TYP. EA. STRAP
#8x9/16" LONG WAFER

HEAD SELF -TAPPING
SCREW EA. SIDE OF
EA. STUD, INSTALL

SCREW THROUGH

SLIP TRACK SLOTS &
FOLLOW MANUF.

RECOMMENDATIONS
3/4" GAP
SCALE: 1" = 1'-0"
REF: A310
A801
3 INT. PARTITION WALL
SCALE: 12" = 1'-0" A801
1 TYP. FRAMING FOR CASEWORK
SCALE: 1 1/2" = 1'-0"
REF: A310
A801
9 TYP. WALL BRACING
SCALE: 1/4" = 1'-0" A801
5 TYP. METAL STUD NON-BEARING PARTITION FRAMING
SCALE: 3" = 1'-0" A801
4 STEEL STUDS GENERAL NOTES
SCALE: 12" = 1'-0" A801
2 STUD PROPERTIES
SCALE: 12" = 1'-0"
REF: A900
A801
7 WALL MOUNTED ITEM MTL. BACKING
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
AG
JS
JM

ISSUED FOR CONSTRUCTION

09.01.2023

06.09.2023 BUILDING PERMIT SUBMITTAL

07.28.2023 BUILDING PERMIT SUBMITTAL 02

09.01.2023 ISSUED FOR CONSTRUCTION
As indicated
A801 DETAILS - FRAMING

CARLSBAD EOC WING RENOVATION
2560 ORION WAY
CARLSBAD, CA 92010
SCALE: 3" = 1'-0" A801
8 TYP. PARTITION WALL DETAILS
SCALE: 3" = 1'-0"
REF: A310
A801
10 NON RATED WALL ROOF CON.

BRACING CONNECTION TO

EXISTING STRUCTURE ABOVE
4' - 0" O.C. PER DETAIL
SUSPENDED CLNG. &
INSULATION PER REF.

CLNG. PLAN WHERE
OCCURS
MTL. STUDS PER PLAN

W/ INSULATION WHERE
OCCURS

BOTTOM TRACK CONNECT

TO (E) CONCRETE SLAB
PER
PER SCHED.

CLNG. HEIGHT
/4 A801
/9 A801
NOTE:

1. INSTALL STRAP AND BLOCKING @ 4' - 0" MAX. VERTICALLY U.O.N.

2. FOR A NON -LOAD BEARING WALL WITH GYPSUM BOARD OR OTHER

APPROVED ASTM RIGID FACING MATERIAL ATTACHED TO BOTH STUD FLANGES FOR THE ENTIRE HEIGHT OF THE WALL, NO BRIDGING IS REQUIRED.

3. FOR A NON -LOAD BEARING WALL WITH PARTIAL HEIGHT GYPSUM BOARD CONTINUOUS BRIDGING IS REQUIRED AT 4' -0" MAX. O.C. VERTICAL SPACING ABOVE THE ELEVATION AT WHICH THE BOARD IS TERMINATED.

4. FOR A NON -LOAD BEARING WALL WITH SHEATHING ON ONLY ONE SIDE, CONTINUOUS BRIDGING IS REQUIRED AT 4' -0" MAX. O.C. VERTICAL SPACING. #10 SMS AT EACH STUD
18 GA x 2" STRAP

CONTINOUS INSTALL TAUT
(2) #10 SMS TO STUD AND
(4) #10 SMS TO BLOCKING

TYPICAL
2" FLANGE TRACK,

SIZE TO MATCH
STUD, 16 GA. CLIP

AND BEND

FLANGE, INSTALL
@ 48" MAX. O.C. &
EA. END OF WALL

STUD PER PLAN

WALL FINISH
F.F. ELEV.

SILL
PLAN
5/8" TYPE 'X' GYP BD

STUD TRACK

BASE PER FINISH SCHEDULE

METAL STUD PER PLAN

CONTINUOUS

SEALANT, TYPICAL

UNDERSIDE OF

EXISTING STRUCTURE
(E) PER -FAB CONCRETE WALL
6" PAST CEILING BRACE PER 9/A801

WIDTH TO MATCH TRACK
1'-0" SECTION OF 43 MIL STUD
EQ. EQ.

TRACK SPLICE TOP TRACK
STUD, TYP.
(3) #10 SMS.

EA. SIDE EA.

FLANGE
6" MTL. STUD @ 16" O.C. FRAMING

W/ SOUND ATTENUATED
INSULATION . 18 GA. STUDS MAY BE
USED FOR WALLS UP TO 12' -0" TALL.
16 GA. STUDS MAY BE USED FOR
WALLS UP TO 19' -4" TALL.
6" MTL. TRACK, WALL FRAMING

SHEETS FOR CONNECTION

INFORMATION

FLOORING PER FINISH

SCHEDULE

EXISTING CONCRETE

FLOORING
5/8'' TYPE 'X' GYP. BD. BOTH
SIDES

WALL BASE PER FINISH SCHEDULE
CONTINUES CAULK LINE, MINIMUM 1 SIDE ON
PLATE EDGE. NO ELECTRICAL BOXES IN SAME
STUD CAVITY. IF ELECTRICAL BOXES ARE

ADJACENT IN SAME CAVITY, APPLY PUTTY PAD

FOR STC RATED WALLS
6" MTL. STUD @ 16" O.C. FRAMING

W/ SOUND ATTENUATED
INSULATION . 18 GA. STUDS MAY BE
USED FOR WALLS UP TO 12' -0" TALL.
16 GA. STUDS MAY BE USED FOR
WALLS UP TO 19' -4" TALL.
6" MTL. TRACK, WALL FRAMING

SHEETS FOR CONNECTION

INFORMATION

FLOORING PER FINISH

SCHEDULE

EXISTING CONCRETE

FLOORING
(2) LAYERS 5/8'' TYPE 'X' GYP. BD.

WALL BASE PER FINISH SCHEDULE
(1) LAYER 5/8'' TYPE 'X' GYP. BD.

CONTINUES CAULK LINE, MINIMUM 1 SIDE
ON PLATE EDGE. NO ELECTRICAL BOXES IN
SAME STUD CAVITY. IF ELECTRICAL BOXES

ARE ADJACENT IN SAME CAVITY, APPLY

PUTTY PAD FOR STC RATED WALLS
SCALE: 1 1/2" = 1'-0" A802
3 TYPICAL PARTITION WALL
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
AG
JS
JM

ISSUED FOR CONSTRUCTION

09.01.2023

06.09.2023 BUILDING PERMIT SUBMITTAL

07.28.2023 BUILDING PERMIT SUBMITTAL 02

09.01.2023 ISSUED FOR CONSTRUCTION
As indicated
A802 DETAILS - FRAMING & WALL TYPES

CARLSBAD EOC WING RENOVATION
2560 ORION WAY
CARLSBAD, CA 92010
SCALE: 3" = 1'-0" A802
1 CONTINUOUS LATERAL BRACING
SCALE: 1 1/2" = 1'-0" A802
2 INTERIOR WALL PARTITION
SCALE: 1/2" = 1'-0" A802
4 TYP. TOP TRACK SPLICE BTWN. STUDS

1. GYPSUM BOARD TO CONTINUE 6" ABOVE CEILING, U.N.O.

2. NO JOINTS EXCEPT @ STUDS.

3. STUD SIZES SHOWN ARE MINIMUM U.N.O.

4. DRYWALL SCREW EDGE AND FIELD SPACING PER GYPSUM
SUM BOARD MANUFACTURERS RECOMMENDATIONS. ALL SCREWS
SHALL PENETRATE STUDS.

5. ACOUSTIC INSULATION SHALL BE UNFACED SONOBATTS FIBERGLASS

BATT INSULATION, PROVIDE 'PLENUM RATED' FIBERGLASS (MINIMUM 1000 FPM AIRFLOW PER UL 181 AIR EROSION TEST) WHEN EXPOSED TO AIR FLOW OR WHEN INSTALLING IN AN AIR PLENUM. FIBERGLASS THICKNESS SHALL BE EQUAL STUD DEPTH.

6. STAGGER JOINTS OF GYPSUM BOARD WHERE MULTIPLE LAYERS OCCUR.

7. DO NOT GLUE MULTIPLE LAYERS OF GYPSUM BOARD TOGETHER.

8. NO MECHANICAL TIES BETWEEN OPPOSITE SIDES OF PARTITION.

9. WALLS TO EXTEND 6" ABOVE CEILING, U.N.O.

10. WALLS THAT DO NOT EXTEND TO UNDERSIDE OF DECK SHALL BE BRACED PER 9/A801.

11. SEE SHEET A801 & A802 FOR METAL STUD FRAMING DETAILS.

12. ALL ELECTRICAL BOXES SHALL BE COVERED WITH PUTTY PADS IN ALL CASES FOR THIS WALL TYPE AND ITS CONDUIT SLEEVE.

SCALE: 1 1/2" = 1'-0" A802
6 WALL TYPE W1 (STC 40-42)

WALL TYPE NOTES
SCALE: 1 1/2" = 1'-0" A802
7 WALL TYPE W2 (STC 45-47)
A. NOT ALL DOOR AND FRAME TYPES SHOWN HERE MAY BE USED IN THIS PROJECT.

B. FOR FRAME AND GLASS TYPES REFER TO PLANS, DOOR AND FRAME SCHEDULE, ELEVATIONS AND DETAILS.

C. INSTALL TEMPERED GLASS PER CODE (UBC 2406).

D. REFER TO PLANS FOR INTERIOR PARTITION TYPES AND EXTERIOR WALL TYPES.

E. HOLLOW METAL FRAMES AT MASONRY PARTITIONS SHALL BE GROUTED SOLID.

F. HOLLOW METAL FRAMES AT METAL STUD PARTITIONS SHALL BE SPOT GROUTED AT ALL FRAME ANCHORS WITH JOIN COMPOUND.

G. REFER TO DOOR AND FRAME SCHEDULE FOR FRAME WIDTHS AND FOR DOOR INFORMATION.

H. CONTINUE GYP. BD. OF HIGHER FIRE RATED WIDTHS AND FOR DOOR INFORMATION.

I. CONTINUE GYP. BD. OF HIGHER FIRE RATED PARTITION CONTINUOUSLY PAST LOWER RATED, INTERSECTING PARTITION(S) TYPICAL.

J. FOR GLAZING TYPES SEE DOOR SCHEDULE & SPECIFICATION SECTION 088000.

K. ANY SIDELITE AND WINDOWS AT RATED OPENING SHALL NOT EXCEED 25 PERCENT OF THE AREA OF COMMON WALL WITH ANY ROOM.
10" MAX
MFR DIM 1' -1" MAX

MFR DIM EQUAL

QUANTITY OF HINGES

VARIES, REFER TO

NOTES BELOW
EQUAL

QUANTITY OF HINGES

VARIES, REFER TO

NOTES BELOW

NET DOOR HEIGHT
3' -4" (40") NOMINAL
3' -6" (42")
3' -8" (44")

DOOR CLEARANCES
- 1/8" AT HEAD, JAMBS
& THRESHOLDS
- 1/4" TO CARPET
- 1/2" TO FINISH FLOOR

OTHER THAN CARPET

FRAME HEAD RABBET

GENERAL NOTES
A. INFORMATION SHOWN HERE IS FOR REFERENCE ONLY.

B. REFER TO DOOR AND FRAME DETAILS FOR VARIATIONS TO THE DETAIL.

C. REVISIONS AS PER MANUFACTURER AND LOCAL CODE VARIATIONS ARE TO BE SUBMITTED FOR REVIEW AND FINAL APPROVAL.

D. USE 3 HINGES FOR DOORS UP TO AND INCLUDING 7' -6". SEE SPEC. 087100.2.2 FOR REVIEW AND FINAL APPROVAL.

E. ADD 1 HINGE FOR EACH 2' -6" IN HEIGHT OR FRACTION THEROF AND FOR DOORS GREATER THAN 3' -6" IN WIDTH.

F. ALL OPERATING HARDWARE SHALL BE MOUNTED BETWEEN 34"-44" A.F.F.

UNLESS DIRECTED OTHERWISE BY APPLICABLE CODES.

G. EXTEND DOOR OPENING JAMBS AND DOOR -TO -DOOR MULLIONS 1/8" BELOW

THE FINISH FLOOR ELEVATION WHEN THE FLOOR FINISH IS TO BE INSTALLED AFTER FRAME.

HINGES TYPE
DOOR
PROVIDE 1/4"

BETWEEN PLATE AND

BOTTOM FO DOOR
10" ADA KICKPLATE OR AS SCHEDULED. LOWER 10

INCH OF THE DOOR SURFACE IS PROVIDED WITH A

SMOOTH SURFACE FOR THE FULL WIDTH OF THE

DOOR, AT THE PUSH SIDE OF THE DOOR PER CBC
11B -404.2.10.

BOTTOM OF FRAME

CL OF DEADLOCK STRIKE

OF PUSH PLATE

CL OF DOOR PULL GRIP

AND OF PUSH -PULL BAR

CL OF STRIKE FOR

LEVERS, LOCKS,

HANDLE SETS, ROLLER

LATCHES, AND FIRE

EXIT DEVICES

CL OF HINGE

MINIMUM PER UL

REQUIREMENT
@RATED

PARTITIONS

MINIMUM PER UL

REQUIREMENT
@RATED

PARTITIONS
(2) 6" x 18 GA

BOX HEADER

UNLESS NOTED

OTHERWISE

STEEL STUD ANCHOR

WELDED TO FRAME

DOOR FRAME PER

SCHEDULE

DOOR PER SCHEDULE

DOOR FRAME PER

SCHEDULE

DOOR PER SCHEDULE
(2) 20 GA METAL
STUDS

REFER TO
PLANS

JAMB DETAIL B

A HEAD DETAIL

EXTERIOR INTERIOR
B SADDLE THRESHOLD @ EXTERIOR
A SADDLE THRESHOLD (OFFSET) @ EXTERIOR
1/4"
1/4" 1/2"

WIDTH OF DOOR FRAME
1/4"

DOOR THRESHOLDS
TO BE ½ INCH HIGH
MAXIMUM.

CONC. SUBSTRUCTURE

SEE FINISH SCHED FOR TYPE OF RFT

DOOR CL
21 VINYL TILE FLOORING

TARKET SLIM LINE TRANSITION
1/2"
MAX *

DOOR SEE SCHEDULE
1/4"
CARPET
1 3/8"

DOOR THRESHOLDS
TO BE ½ INCH HIGH
MAXIMUM.

MAX
SEALED

CONCRETE

DOOR PER

SCHEDULE

DOOR CL

CARPET TILE

RESILIENT

TRANSITION
STRIP
1/2"

DOOR CL
CONC. SUBSTRUCTURE

SEE FINISH SCHED FOR TYPE OF RFT

RESILIENT FLOOR TILE

OR VTF PER SPEC

RESILIENT FLOOR

TRANSITION STRIP

RESILIENT FLOOR
TILE
M
AX
1/2"

DOOR SEE SCHEDULE

DOOR THRESHOLDS
TO BE ½ INCH HIGH
MAXIMUM.

EXISTING DOOR AND
FRAME

ALUM THRESHOLD SET IN

MASTIC, MITER FOR

RETURN ENDS EXTENDING

BEYOND JAMB
2 1
2 1

LINE OF JAMB BEYOND

VTF FLOORING

EXPANSION JOINT

EXISTING TILE

EXISTING SETTING BED

WITH ALL THICKNESS

DIMENSIONS VARIES
1/2" M
AX

DOOR THRESHOLDS
TO BE ½ INCH HIGH
MAXIMUM.

DOOR CL
CONC. SUBSTRUCTURE

SEE FINISH SCHED FOR TYPE OF RFT OR RSF

SLOPE MAY NOT
EXCEED 1:30

TAPERED

RESILIENT STRIP
MAX
1/2"

DOOR, SEE SCHEDULE

DOOR THRESHOLDS
TO BE ½ INCH HIGH
MAXIMUM.
4"
EQ
EQ
4"
4" EMBED. TYP
REBAR PER STRUCT.

COMPACT SOIL PER
GEOTECH. REPORT
REBAR PER STRUCT.

HILTI RE -500
(ICC ESR -3814) TYP.

PER STRUCT.
1 1/2" CLR. MIN. TYP
1 2 MAX.

SAW CUT (E)

CONCRETE PER
PLANS
REBAR PER STRUCT.

ELECTRICAL RACEWAY PER

PLANS AND TECHNOLOGY
DRAWINGS CONC. S.O.G.

TO MATCH (E) ELEVATION
4" (E) CONC.

S.O.G.

SAW CUT (E)

CONCRETE PER
PLANS
(N) MOISTURE BARRIER UNDER

NEW CONCRETE, WRAP UP
SIDES AGAINST SAW CUT @
EA. SIDE
(N) MOISTURE BARRIER

UNDER NEW CONCRETE,

WRAP UP SIDES AGAINST
SAW CUT @ EA. SIDE
1' - 8 1/2" M
AX
4 X6 @ 24" O.C.

SLOPE
(N) ROOFING ASSEMBLY SYSTEM TO MATCH (E) O/
3/4" PLYWD. O/ 4X6 ROOF JOIST W/#10 SMS TO EA,
JOIST @ 12"O.C.

MECHANICAL EQUIPMENT O/MTL EDGE
COPING FLASHING. BOTTOM CONNECTION
SARNAFASTNER XP @ 24"
O.C. EACH DIRECTION PER
SYSTEM 3 15 ON TABLE 2
PER ICC ESR -1157

BASE FLASHING

HOT -AIR WELDED
(E) ROOFING

ASSEMBLY TO

REMAIN, REPAIR AND

PATCH AS

NECESSARY
(N) ROOF FRAMING PER

STRUCTURAL
(E) RIGID INSULATION TO
REMAIN

OVERLAP O/

EXISTING ROOFING
(4) 3/8" DIA. LAG SCREWS
MIN. W/4"EMBED INTO 4X_

MEMBER BELOW
4X12 RIPPED STUD
O/ (E) ROOFING.

OVERLAP.

PIPE PENETRATION
(E) INSULATION
(E) ROOF

MEMBRANE

STAINLESS STEEL

WORM GEAR CLAMP

APPROVED SEALANT

ROOF MEMBRANE

FASTENER & STRESS
PLATE (MIN. 4 FASTENERS)

HOT AIR WELD

NON -REINFORCED ROOF

MEMBRANE FORMED

FLASHING MEMBRANE

ROOF MEMBRANE BONDING

ADHESIVE

NON -REINFORCED FTR

FIELD FORMED FLASHING

MEMBRANE

HOT AIR WELD
8" M
IN.

SCALE: 12" = 1'-0" A820
2 DOOR FRAME GENERAL NOTES
SCALE: 3/4" = 1'-0" A820
3 DOOR HARDWARE LOCATIONS
SCALE: 3" = 1'-0" A820
1 HOLLOW METAL FRAME DETAILS STUD PIN
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
AG
JS
JM

ISSUED FOR CONSTRUCTION

09.01.2023

06.09.2023 BUILDING PERMIT SUBMITTAL

07.28.2023 BUILDING PERMIT SUBMITTAL 02

09.01.2023 ISSUED FOR CONSTRUCTION
As indicated
A820 DETAILS - DOORS, THRESHOLDS,

FLOORS, & ROOF

CARLSBAD EOC WING RENOVATION
2560 ORION WAY
CARLSBAD, CA 92010
SCALE: 12" = 1'-0"
REF: A600
A820
4 EXTERIOR THRESHOLDS
SCALE: 12" = 1'-0"
REF: A600
A820
5 CARPET TO VTF - THRESHOLD
SCALE: 12" = 1'-0" A820
6 CARPET TO CONCRETE - THRESHOLD
SCALE: 12" = 1'-0"
REF: A600
A820
7 VTF TO CONCRETE - THRESHOLD
SCALE: 3" = 1'-0"
REF: A600
A820
8 VTF TO TILE - ALUM. THRESHOLD
SCALE: 12" = 1'-0" A820
9 RFT / RSF TO RSF - VINYL THRESHOLD
SCALE: 1 1/2" = 1'-0" A820
10 CONCRETE SLAB INFILL
SCALE: 1 1/2" = 1'-0"
REF: A205
A820
11 MECHANICAL EQUIPMENT PAD
SCALE: NOT TO SCALE
REF: xA823
A820
13 FIELD FABRICATED PIPE FLASHING

OUTSIDE
INSIDE
NOTE:

CONTRACTOR TO FIELD VERIFY LOCATION OF (N) OPENING @ (E) PRE - FAB CONC. PANEL WALL. CONTRACTOR TO REMOVE ANY EXISTING REBAR/WIRE, REPAIR AND PATCH @ OPENING PERIMETER WHERE (N) OPENING OCCURS.

CONT. SEALANT O/ CONT. BACKER ROD
ANCHORING PER MANUF. AFG601T SYSTEM
3 5/8"x6" MTL. STUD BOX HEADER, (N) HEADER
INT. FACE, TO ALIGN W/ (E) EMBEDDED 4" MTL.

INT. STUD FACE.
5/8" GYP. BD. O/ 7/8" MTL. HAT CHANNEL @
16" O.C. O/ 3 5/8" MTL. STUD WALL @ 16"
O.C., (N) 3 5/8" MTL STUD INT. FACE, TO
ALIGN W/ (E) EMBEDDED 4" MTL. INT.

FACE.
(E) R -11 BATT INSULATION
24GA. GALV. MTL. FLASHING CAP
CONT. SEALANT O/ CONT. BACKER ROD

SHIM AS REQUIRED
(E) PRE -FAB CONC. PANEL
WALL
SELF -ADHERING W.P. MEMBRANE
1 3/4"

INTERIOR EXTERIOR
(E) EMBEDDED METAL STUD

TO REMAIN
(E) R -11 BATT INSULLATION
24GA. GALV. MTL. FLASHING CAP TO BE SET
IN BED O/ CONC. PANEL, TO BE PAINTED TO
MATCH STF. SYSTEM
SELF -ADHERING W.P. MEMBRANE
(E) PRE -FAB CONC. PANEL WALL
3 5/8"x_ MTL. STUD JAMB, (N) JAMB INT.

FACE, TO ALIGN W/ (E) EMBEDDED 4" MTL.

INT. STUD FACE.

ANCHORING PER MANUF.

AFG601T SYSTEM
5/8" GYP. BD. O/ 7/8" MTL. HAT CHANNEL @
16" O.C. O/ 3 5/8" MTL. STUD WALL @ 16"
O.C., (N) 3 5/8" MTL STUD INT. FACE, TO
ALIGN W/ (E) EMBEDED 4" MTL. INT. FACE.

CONT. SEALNT O/ CONT.

BACKER ROD
CONT. SEALANT O/ CONT.

BACKER ROD
AFG601T STF. FRAME/GLAZ
ASSEMBLY PER STF./WINDOW
SCHEDULE ON SHEET A700

SHIM AS REQUIRED
NOTE:

CONTRACTOR TO FIELD VERIFY LOCATION OF (N) OPENING @ (E) PRE -FAB CONC. PANEL WALL. CONTRACTOR TO REMOVE ANY EXISTING REBAR/WIRE, REPAIR AND PATCH @ OPENING PERIMETER WHERE (N) OPENING OCCURS. (E) EMBEDDED METAL STUD TO REMAIN
(E) R -11 BATT INSULLATION
5/8" GYP. BD. O/ 7/8" MTL. HAT CHANNEL @16"
O.C. O/ 3 5/8" MTL. STUD WALL @ 16" O.C., (N) 3
5/8" MTL STUD INT. FACE, TO ALIGN W/ (E)
EMBEDDED 4" MTL. INT. FACE.

ANCHORING PER MANUF. AFG601T SYSTEM
3 5/8" MTL. STUD (N) SILL, (N) INT. FACE, TO
ALIGN W/ (E) 4" MTL. INT. STUD FACE.

CONT. SEALNT O/ CONT. BACKER ROD CONT. SEALANT O/ CONT.

BACKER ROD
24GA. GALV. MTL. FLASHING CAP
TO BE SET IN BED O/ CONC.

PANEL, TO BE PAINTED TO MATCH
STF. SYSTEM

SHIM AS REQUIRED
SELF -ADHERING W.P. MEMBRANE
(E) PRE -FAB CONC. PANEL WALL
NOTE:

ASSEMBLY PER
STF./WINDOW SCHEDULE
ON SHEET A702
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
AG
JS
JM

ISSUED FOR CONSTRUCTION

09.01.2023

06.09.2023 BUILDING PERMIT SUBMITTAL

07.28.2023 BUILDING PERMIT SUBMITTAL 02

09.01.2023 ISSUED FOR CONSTRUCTION
As indicated
A830 DETAILS - STOREFRONT

CARLSBAD EOC WING RENOVATION
2560 ORION WAY
CARLSBAD, CA 92010
SCALE: 6" = 1'-0"
REF: A700
A830
3 HEAD @ EXIST. PRECAST WALL - AFG601T
SCALE: 6" = 1'-0"
REF: A700
A830
2 JAMB @ EXIST. PRECAST WALL - AFG601T
SCALE: 6" = 1'-0"
REF: A700
A830
1 SILL @ EXIST. PRECAST WALL - AFG601T
SCALE: 12" = 1'-0"
REF: A700
A830
4 AFG60IT MULLION
#12 x 1 1/2" P.H.S.M.S
103CLIP
#12 x 1 1/2" P.H.S.M.S
103CLIP
10MM TEMPERED

GLASS PANEL

ALUMINUM VERTICAL

EXTRUSION

PVC WIPE RUNNING

FULL LENGTH OF

HORIZONTAL SILL

EXTRUSION

ALUMINUM SILL

EXTRUSION ATTACHED

TO VERTICAL EXTRUSION
WITH (6) #10-24 X 3/4"

LONG MACHINE SCREWS
AT EACH END. GLASS WALL

STEEL LEVELER

ASSEMBLY PN
12811 SPACED AT

EACH END OF

SILL EXTRUSION
AND MAX. 48"
O.C. SPACING.

NON-STRUCTURAL

INSULATION FILLS

CAVITY BELOW SILL
EXTRUSION.

NON-STRUCTURAL

SANTOPRENE BASE

TRIM EACH SIDE OF
WALL.

ALUMINUM

BASE TRACK

EXTRUSION
PN 11896
USE 0.157" DIAMETER HILTI X-U POWER ACTUATED
ANCHORS AS SHOWN. (ICC-ESR-2269). NOTE:

CONCRETE MUST BE UNCRACKED

CONCRETE FOR
PURPOSE OF CONCRETE ANCHOR DESIGN.

EMBEDMENT = 1"
DISTANCE FROM EDGE OF CONCRETE SLAB = 3" O.C.

MIN.

MIN. SPACING = 4" O.C.

CONCRETE SLAB THICKNESS = 3" MIN.
2 1/8" MAX.

FLOOR
FRAMING PER A801

NON -COMBUSTIBLE

SHIM AS REQUIRED

SEALANT AND

BACKER ROD
EA. SIDE

WALL PER PLAN
AR450 STF. FRAME/GLAZ

ASSEMBLY PER
STF./WINDOW SCHEDULE
ON SHEET A700
ANCHORING PER MANUF.

AFG450 SYSTEM
AR450 STF. FRAME/GLAZ

ASSEMBLY PER
STF./WINDOW SCHEDULE
ON SHEET A700

EXISTING
SLAB
JOINT

SEALANT

AND BACKER
ROD EA.

SIDE
NON -

COMBUSTIBLE

SHIM AS

REQUIRED

FLOOR FINISH

PER PLAN AND
SPEC.

ANCHORING PER MANUF.

AFG450 SYSTEM
AR450 STF. FRAME/GLAZ

ASSEMBLY PER
STF./WINDOW SCHEDULE
ON SHEET A700

JOINT SEALANT AND
BACKER ROD, EA.

SIDE

NON -COMBUSTIBLE

SHIM AS REQUIRED

WALL PER
PLAN

FRAMING PER
A801
ANCHORING PER MANUF.

AFG450 SYSTEM
AR450 STF. FRAME/GLAZ

ASSEMBLY PER
STF./WINDOW SCHEDULE
ON SHEET A700

WALL PER PLAN
JOINT

SEALANT

AND BACKER
ROD, EA.

SIDE
NON -

COMBUSTIBLE

SHIM AS

REQUIRED

FRAMING PER
A801
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
AG
JS
JM

ISSUED FOR CONSTRUCTION

09.01.2023

06.09.2023 BUILDING PERMIT SUBMITTAL

07.28.2023 BUILDING PERMIT SUBMITTAL 02

09.01.2023 ISSUED FOR CONSTRUCTION
As indicated
A831 DETAILS - STOREFRONT

CARLSBAD EOC WING RENOVATION
2560 ORION WAY
CARLSBAD, CA 92010
SCALE: 12" = 1'-0"
REF: A700
A831
3 HEAD @ AR450
SCALE: 12" = 1'-0"
REF: A700
A831
1 FLOOR SILL @ AR450
SCALE: 12" = 1'-0"
REF: A700
A831
4 JAMB @ AR450
SCALE: 12" = 1'-0"
REF: A700
A831
6 MULLION @ AR450
SCALE: 12" = 1'-0"
REF: A700
A831
5 WALL SILL @ AR450
SCALE: 6" = 1'-0"
REF: A700
A831
7 PRE-FAB INTERIOR S.F. BASE
LAY-IN PANEL & GYPSUM BOARD CEILINGS / METAL SUSPENSION SYSTEMS:

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

2.2 Suspension wires shall be #12 gage (0.106" diame ter), soft annealed, and galvanized steel wires with Class 1 coating. ASTM A641

2.3 Main runners, cross runners, splices, expansion devices, intersection connectors shall be designed to carry a mean ultimate test load of not less than 180 lbs. in compression and tension per ASTM E580 Section 5.1.2.

3.1 #12 gage hanger wires may be used for up to and including 4 ft. by 4 ft. grid spacing and shall be attached to main runners.

3.2 Provide #12 gage hanger 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 the end tee, whichever is least, for the perimeter of the ceiling area. Perimeter wires are not required when the length of the end tee is eight (8) inches or less.

3.3 Ceiling grid members shall be attached to two ( 2) adjacent walls per ASTM E580 Section

5.2.3. Ceiling grid members shall be at least 3/4 inch clear of other walls. If walls run diagonally to ceiling grid system runners, one end of main and cross runners should be free, and a minimum of 3/4 inch clear of wall.

3.4 The width of the perimeter supporting closure a ngle shall be not less than 2 inches. Grid systems with specialty angles and support clips may be acceptable in accordance with Section 5 of DSA IR 25-2.

3.5 At the perimeter of the ceiling area where main or cross runners are not connected to the adjacent wall, provide interconnection between the runners at the free end to prevent lateral spreading. A metal strut or a #16 gage wire with a positive mechanical connection to the runner may be used. Where the perpendicular distance from the wall to the first parallel runner is 8 inches or less, this interlock is not required.

4.1 Expansion joints shall be provided in the ceili ng at intersections of corridors and at junctions of corridors with lobbies or other similar areas.

4.2 For ceiling areas exceeding 2500 square feet, a seismic separation joint shall be provided to divide the ceiling into areas not exceeding 2500 square feet. Alternatively, comply with ASTM E580-08 Section 5.2.9.

4.3 Penetrations through the ceiling for sprinkler heads and other similar devices that are not integrally tied to the ceiling system in the lateral direction shall have a two (2) inch oversized ring, sleeve or adapter through the ceiling tile to allow free movement of one (1) inch in all horizontal directions. Alternatively, per ASTM E580 Section 5.2.8.8, a flexible sprinkler hose fitting that can accommodate 1 inch of ceiling movement shall be permitted to be used in lieu of the oversized ring, sleeve or adapter.

5.1 Provide lateral-force bracing assemblies consis ting of a compression strut and four (4) #12 gage splayed bracing wires oriented 90 degrees from each other.

5.2 Lateral-force bracing assemblies shall be space d at a maximum of 12 feet by 12 feet on centers for school buildings and 8 feet by 12 feet on centers for essential services buildings, with the first assembly within half the maximum spacing from each wall and at the edges of any change in elevation of the ceiling. The last assembly must be within maximum distance from each wall.

5.3 The slope of bracing wires shall not exceed 45 degrees from the plane of the ceiling and wires shall be taut.

5.4 Compression struts shall be adequate to resist the vertical component induced by the bracing wires, and shall not be more than 1 (horizontal) in 6 (vertical) out of plumb.

6.1 Fasten #12 hanger wires with not less than thre e (3) tight turns in 3 inches. Hanger wire loops shall be tightly wrapped and sharply bent to prevent any vertical movement or rotation of the member within the loops (see ASTM E580, Section 5.2.7.2).

6.2 Fasten #10 or #12 bracing wires with four (4) t ight turns. Make all tight turns within a distance of 1-1/2 inches.

6.3 Hanger or bracing wire anchored to the structure should be installed in such a manner that the direction of the anchor aligns as closely as possible with the direction of the wire.

6.4 Separate all ceiling hanger and bracing wires a t least six (6) inches from all unbraced ducts, pipes, conduit, etc.

6.5 Hanger wires shall not attach to or bend around interfering material or equipment. Provide trapeze or other supplementary support members at obstructions to typical hanger spacing. Provide additional hangers, struts or braces as required at all ceiling breaks, soffits, or discontinuous areas.

6.6 Hanger wires that are more than 1 (horizontal) in 6 (vertical) out of plumb shall have counter- sloping wires. Perimeter hanger wires at main runners that are positively attached to the perimeter closure angle, counter-sloping is optional. Note : See ASTM C-636 Figure 1 for counter-sloping methods.

7.1 Ceiling panels shall not support any light fixt ures, air terminals or devices.

7.2 Attach all light fixtures, ceiling mounted air terminals and all other devices to the ceiling grid runners to resist a horizontal force equal to the weight of the fixtures. Screws or approved fasteners are required. Min. of 2 attachments are required at each light fixture per ASTM E580 Section 5.3.1.

7.3 Ceiling-mounted air terminals or other services weighing less than or equal to 20 pounds shall have one #12-gage slack safety wire attached from the terminal or service to the structure above.

7.4 Recessed or drop-in light fixtures, grilles, me chanical terminals, and flexible sprinkler hose fittings or other services be supported directly on runners classified as ASTM heavy duty, but they must also have a minimum of two (2) #12 gage slack safety wires attached to the fixture at diagonal corners and anchored to the structure above.

7.5 All flush or recessed light fixtures, mechanica l terminals, and flexible sprinkler hose fittings or other services weighing 56 lbs. or more must be 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 structure above, must be capable of supporting four (4) times the weight of the unit

7.6 All 4 ft. x 4 ft. light fixtures must have slac k safety wires at each corner.

7.7 Surface-mounted fixtures shall be attached to t he main runner with at least two positive clamping devices made of material with a minimum #14 gage. Rotational spring catches do not comply. A #12 gage suspension wire shall be attached to each clamping device to the structure above. Provide additional supports when light fixtures are 8 ft. or longer. Maximum spacing between supports shall not exceed 8 feet.
(SEE NOTE 1 BELOW)
8" MAX.

HANGER WIRE

MAIN OR CROSS
RUNNER
STEEL POP RIVET @

ATTACHED SIDE ONLY

ALTERNATE STABILIZER
LOCATION W/O NAIL (NOTE 3)
NOTE #4
(TYP.)
1/2" M
IN.
1" X 2" X 25 GA. MIN. CONTINUOUS ANGLE
WITH (1) # 10 SMS INTO 20 GA. MIN. WALL
STUD @ 24 O.C.
2"
1"

ATTACHED JOINT FREE JOINT
NOTES:

1. PROVIDE #12 GAGE HANGER 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 THE END TEE, WHICHEVER IS LESS, FOR THE PERIMETER OF THE CEILING AREA.PERIMETER WIRES ARE NOT REQUIRED WHEN THE LENGTH OF THE END TEE IS EIGHT (8) INCHES OR LESS.

2. NAILS AT ENDS OF HORIZONTAL STABILIZERS ARE TO BE PLACED WITH NAIL HEAD T OWARD CENTER LINE OF SPAN OF STRUT.

3. STABILIZER BAR MAY BE SLOTTED APPROVED ANGELS OR CHANNELS WITH " DIAMOND POINTS" OF SPRING STEEL WHICH SNAP TIGHT TO PREVENT MOVEMENT OF STRUT.

4. (1) #10 SMS TO 20 GA. MIN. WALL STUD @24" O.C.

CHANNEL.
(STABILIZER BAR)
RUNNER

APPROVED STABILIZER
(SEE NOTE 3)

CEILING PANEL
NOTE #4
(TYP.)
1/2" M
IN.

SEE NOTE 1 BELOW
8" MAX.

CONT. SLOTTED ANGLE STABILIZER BAR W/HORIZ
6d RINGSHANK NAIL (NOTE 2).OMIT STRUT WHERE
RUNNER IS WITHIN 8" OF WALL

FOR CONNECTION TO

STRUCTURE SEE

CONNECTION MATRIX
3 TURNS @ HANGER WIRE
TYPICAL @ EACH END
# 12 GAGE WIRE
3" M
AX.

FOR CONNECTION TO

STRUCTURE SEE
10° to 45
°
4 TURNS @ BRACE WIRES
TYP. @ EACH END
# 12 GAGE WIRE
1/2" TYP
1 1/2" MAX

HANGER WIRE

BRACING WIRE
/13 A850

SEE DETAIL

FOR LOCATION OF

BRACING WIRES

AND STRUT
RIGID VERT. STRUT

SEE DETAIL

MAIN RUNNER
0° TO 45°
(NOTE 2)
12 GA VERTICAL HANGERS AT
4' -0" O.C. EACH WAY AT MAIN
RUNNER WITH MINIMUM 3 -
TIGHT TURNS IN 3" AT BOTH
ENDS. SEE 3/A850
12 GA BRACING WIRE
W/MIN. 4 -TIGHT TURNS IN 1
1/2" BOTH ENDS OF WIRE

CONNECTED TO MAIN
RUNNERS 90° APART , 4 -

TOTAL AT EACH STRUT
(U.N.O.) SEE 3/A850

1. STRUTS SHALL NOT REPLACE HANGER WIRES.

2. THE MINIMUM ACCEPTABLE ANGLE IS DETERMINED SUCH THAT THE WIRES DO NOT INTERFER WITH THE RUNNERS, LIGHTFIXTURES, ETC.AND REMAIN STRAIGHT AND UNOBSTRUCTED.

45.00°

CROSS RUNNER
NOTES:
2' -0" TYP. 2' -0" TYP.
6 MIN.
/5 A850
/5 A850

BRACE WIRE
BEYOND
CROSSS
RUNNER

MAIN RUNNER

COPE FLANG OR FLATTEN

TO ALLOW INSTALLATION

OF ACOUSTICAL TILE

HANGER WIRE BEYOND

A SECTION
3/8"=1'0"

FOR CONNECTION TO

STRUCTURE SEE

STRUCTURE

CHANNEL TYPE

COMPRESSION STRUT
PER TABLE ON 3.21

CENTERED OVER CROSS
RUNNER
BRACE

WIRES SEE

CROSS RUNNER
(2) 1/4" DIA,

MACHINE BOLT
3/4" MIN. EDGE
DISTANCE, TYP.
1" MAX.
1 1/2" MAX.

MAX
4'-0" OC

HANGER WIRE
3 TIGHT
TRURNS IN 3"

FOR HANGER
TYP.
3/A850
TYP.
0° TO 45°
4 TIGHT TURNS IN 1 1/2"
TYP. FOR BRACE WIRE

MAIN RUNNER

STRUCTURAL CONDITION

OF FLOOR/ROOF ABOVE

COMPRESSION STRUT

APPLICABLE
DETAIL

METAL DECK

STRUCTURAL STEEL
11/A851
16/A850

NOT TO EXCEED THE ALLOWABLE LENGTH GIVEN IN THE
TABLE ON 3.21 FOR THE COMPRESSION STRUT SELECTED
SEE TABLE ABOVE.
8 A850
/11 A850

ATTACHED
JOINT

CROSS RUNNERS
TYP.

MAIN RUNNERS

BRACING WIRE
LOCATIN TYP.

SEISMIC CLIP AT

EVERY RUNNER
(FREE END)
FREE
JOINT

ATTACHED JOINT
MAX
4'-0".

MAX
8'-0".

MAX
4'-0".

M
AX
6' - 0".

M
AX
12' - 0".

M
AX
6' - 0".

FREE
JOINT
CONT ANGLE @

PERIMETER
NOTE:

BRACING WIRES AND COMPRESSION

STRUT SHALL OCCUR AT EVERY
96SQ. IN ROOMS OVER 144S.F.
96 SQ
FT
MAX

TYPICAL
1 A850
1 A850
1 A850
1 A850
4 A850
FREE
JOINT

FOR HANGER WIRE CONNECTION TO

STRUCTURE ABOVE SEE DETAILS THIS
SHEET
12 GA. HANGER
MIN. OF 3 TIGHT TURNS WITHIN 3"

MAIN RUNNER

ACOUSTICAL CEILING PANEL

SCHEDULE OF MATERIAL TO BE USED
-1 1/2" COLD ROLLED CHANNEL TO BE USED UP TO 4' IN LENGTH -DOUBLED UP 1 1/2" COLD ROLLED CHANNEL FOR LENGTH
EXCEEDING 4' TO 8' IN LENGTH
# 12 GAGE HANGER
WIRES (3) TIGHT TURNS
WITHIN 3", AT BRACE
WIRE PROVIDE (4) TIGHT
TURNS WITHIN 1 1/2".

SADDLE TIE REQUIRED

FOR ALL WIDTHS
GREATER THAN 1/4"

MAIN CHANNEL SHOWN

SADDLE TIE HAS DOUBLE

LOOP AT SUPPORT

WHEN MULTILE SADDLE

TIES ARE REQUIRED

THEY SHALL ALTERNATE

BACK AND FORTH TO

PREVENT TWISTING

TYPICAL SADDLE TIE DETAIL

HANGER WIRE CONDITON SHOWN

BRACE WIRE CONDITION SIMILAR

FIXED (CONNECTED) SIDE SLIP JOINT SIDE
4' -0" OC TYP.

TYP. SPLICE
4'-0" OR LESS
8"
MAX
8"
MAX
TYP. HANGER
WIRE AT 4' - 0" O.C.

MAIN OR CROSS
RUNNER

POP RIVET

CONTINUOU

S RUNNERS -

SPLICE ALL
JOINTS
1/2" 1/2"
CLEAR
SLIP
JOINT

POP RIVET

ACCEPTABLE
SLIP JOINT @
A
-
9 -
A
-
3/4" CLR, MIN.

CONT. SLIP JOINT

CONNECTED
WALL
8" MAX.

SEE NOTE
1 BELOW
A
CROSS
RUNNER

TYPICAL HANGER WIRE AT
4' -0" WITH ONE PAIR OF

BRACING WIRES

PARALLEL TO THE WALL
AT 12' -0" O.C. SEE NOTES
5/A812

TYPICAL HANGER WIRE AT
4' -0" O.C. 12'-0" MAX.

TO ATTACHED JOINT
8' - 0" MAX.

TO FREE JOINT
4' - 0" MAX.

NOTES:

1. PROVIDE #12 GAGE HANGER WIRES AT THE

ENDS OF ALL MAIN AND CROSS RUNNERS
WITHIN 8 INCHES OF THE SUPPORT OR WITHIN
1/4" OF THE LENGTH OF THE END TEE,

WHICHEVER IS LESS, FOR THE PERIMETER OF
THE CEILING AREA. PERIMETER WIRES ARE NTO

REQUIRED WHEN THE LENGTH OF THE END TEE
IS 8" OR LESS.

2. FASTEN ANGLE TO WALL FRAMING AS
FOLLOWS:

A. METAL STUD (20 GA. MIN.) WALL: (1) #10 SMS
AT 24" O.C. MAX.

STRUT AND 4 BRACE
WIRES
TYP.
0 TO 45°

STEEL POP RIVET
@4' - 0" O.C. MAX
1" X 2" 25 GA. MIN. CONT.

ANGLE THUS: FASTEN TO
WALL PER NOTE 2 BELOW

MAIN RUNNER

STEEL POP RIVET AT EACH
RUNNER
1" X 2" 25 GA. MIN. CONT.

ANGLE FASTEN TO WALL
PER NOTE 2 BELOW
METAL DECK (20 GA MIN)
(2)# 8X1/2" SELF TAPPING
SCREWS (ICC ESR -2196)

PRE -TIED CEILING

SEISMIC CLIP STEEL
STRAP 3" WIDE X 4" LONG
X 12 GA.MIN. BEND TO
ALIGN WITH WIRE.

METAL DECK (20 GA
MIN)

EYE LAG SCREW PER
SCREWS (ICC ESR -3135)
AT LOW FLUTES ONLY.

D AT ROOF METAL DECK

HANGER WIRE
3 A850

C AT ROOF METAL DECK

BRACING WIRE
3 A850

COMPRESSION STRUCT

CHANNEL SECTION
250S125 -33
250S137 -33
362S137 -33
250S137 -43
400S137 -43

MAXIMUM
LENGTH
5' - 10"
6' - 10"
8' - 0"
8' - 10"
10' - 10"
1" WALL ANGLE HOLD DOWN
2 1/8" FLOATING J -TRIM, .025"
ALUMINUM, TYP.
12 GAGE HANGING WIRE @ 4' - 0"
MAX SPACING TYP.

GYP BOARD ABOVE CEILING
6"

UNIVERSAL CARRIER
HUNTER DOUGLAS 300 c LINEAR

PLANK MULTI BOX CONTINUOUS
WALL.

FLAT RECESSED CLOSURE
MTL. STUDS PER PLAN
2- LAYERS OF 1/4" PROPRIETARY
PLIABLE GYP. BD.

HANGER WIRE
4' - 0" MAX SPACING, TYP.

BOX PANEL
(E) ROOF OVER
MTL. DECK TO
REMAIN

UNIVERSAL CARRIER

HANGER WIRE CONNECTION TO

METAL DECK REFERENCE
DETAIL 3/A850
2".

CUT FLANGES

AND BEND
(E) STL BM
(2) 0.157" Ǿ HILTI
X-U (ICC ESR -2269)

COMPPRESSION
STRUT
NOTES:

1. BEAM FLANGE THICKNESS SHALL NOT BE LESS THAN 3/16".

2. CONNECTION TO STRUCTURAL STEEL SHALL NOT BE MADE IN THE PROTECTED ZONE OF MOMENT FRAME BEAMS PER S403.

-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
AG
JS
JM

ISSUED FOR CONSTRUCTION

09.01.2023

06.09.2023 BUILDING PERMIT SUBMITTAL

07.28.2023 BUILDING PERMIT SUBMITTAL 02

09.01.2023 ISSUED FOR CONSTRUCTION
As indicated
A850 DETAILS - CEILING

CARLSBAD EOC WING RENOVATION
2560 ORION WAY
CARLSBAD, CA 92010
SCALE: 3" = 1'-0" A850
2 ACOUSTICAL CEILING NOTES
SCALE: 1/16" = 1'-0"
REF: A204
A850
1 CEILING PERIMETER
SCALE: 3" = 1'-0" A850
3 HANGER AND BRACING WIRE CONNECTION
SCALE: 3/32" = 1'-0" A850
4 SUSPEND AND BRACING ASSEMBLY
SCALE: 1/2" = 1'-0" A850
8 CHANNEL TYPE STRUCTURE
SCALE: 1/4" = 1'-0" A850
5 STRUT CONN TO STRUCT.

SCALE: 1/2" = 1'-0" A850
6 8 X 12 CEILING BRACE FRAMING
SCALE: 3" = 1'-0" A850
9 HANGER WIRE CON. TO GRID
SCALE: 3" = 1'-0" A850
10 SPREADER BAR ASSEMBLY
SCALE: 3" = 1'-0" A850
11 EXIT WAY INTERSECTIONS
SCALE: 3" = 1'-0" A850
12 ACCEPTABLE EXIT WAY DETAIL
SCALE: 3" = 1'-0" A850
13 HANGER AND BRACING ATTACH
SCALE: 6" = 1'-0"
REF: A204
A850
15 MTL PANEL CEILING CON TO SOFFIT WALL
SCALE: 6" = 1'-0" A850
14 MTL PANEL CEILING CON.

SCALE: 1/2" = 1'-0" A850
16 STRUT CONN. TO STRUCT STEEL

SEPARATE CONN TO STRUCTURE BY AT
LEAST 4 INCHES.

DOUBLE HANGER WIRES MAX. 1/6 OUT

OF PLUMB CONNECT TO STRUCTURE
PER APPROVVED DRAWING.

CONT 16 GA
TRACK W/#10
SMS T &B @ EA

CHANNEL

SADDLE TIE

HANGERS TO

CHANNEL

OBSTRUCTIONS

HANGER WIRE TO
CHANNEL SADDLE TIE 8" MAX.
250S162 -43 BTWN

ADJ CHANNEL

PARALLEL TO

OBSTRUCTION AS

REQ'D TO SUPPORT

BRACING WIRES
CONT 16 GA TRACK

EXTEND BEYOND
END CHANNEL (1)
STUD
(2) #10 S.M.S. EACH
STUD

NO GYPSUM BOARD
@ TRACK WALL

STUD CONN
# 10 S.M.S. TOP &
BOTT.

CHANNEL PER
SCHEDULE @ 4' -0"
OC MAX

BRACE & HANGER

WIRES PER

CROSS RUNNER

PROVIDE STRUT

WHERE OCCURS

ACOUSTICAL OR

LAY -IN PANEL

CEILINGS AS
OCCURS
STRUT & (4)

BRACING WIRES

WHERE CEILING

STRUT OCCURS
8'-0" M
AX #8 SMS TO

PREVENT

SLIPPAGE
(4) # 10
S.M.S.

TYP.
(2) # 10 S.M.S.

THROUGH BENT
WEB
12'-0" MAX.

SPAN

WALL WHERE OCCURS

SPAN SECTION
8' -0"
4' -0"
12' -0"
250S162 -43
400S162 -54
(2) 400S162 -54
#10 S.M.S. @
16" O.C.

STAGGETED
AND (2) @ EA
END
DBL. SECTION
SEE 1/A803 FOR WALL

PENETRATIONS

MAIN RUNNER

CROSS RUNNER
(2) # 10 S.M.S.

HANGER WIRE AT EACH STRUT 3
TIGHT TURNS.

OPPOSING 600S137.33 STRUTS. BOTH

STRUTS TO BE SAME ANGLE MAX
ANGLE FROM HORIZONTAL OF 70°.

MIN.ANGLE FROM HORIZONTAL OF
30°,SEE STRUT CONNECTION TO
STRUT.FOR MORE DETAIL.
(2) 12 GA BRACE
WIRES,10° TO 45° MAX.

TYP. ORTHOGONAL TO

OPPOSING STRUTS

ATTACHED TO

STRUCTURE,SEE HANGER
& BRACING WIRE

CONNECTION TO

STRUCTURE FOR MORE
DETAIL.
2" MAX. TYP.
10° TO 45°

CONN PER
ANGLE 1.5" X

1.5" X 18 GA

LIGHT FIXTURE SUPPORT BRACKET
STRUT @ 12' -0" MAX BEYOND
(2) # 10 SMS BEYOND

STRONGBACK
2250S162 -43,SPAN TO

STRUT EA SIDE
18 GA CLIP ANGLE WITH
(2)#10 SMS EA LEG DO NOT ATTACH CLG TO

LIGHT FIXTURE
3'-0" M
AX.

LOCATIONS WITHOUT CROSS JOISTS

CROSS JOIST PER
7/VOID -A809 MIN 18 GA,
4' -0" OC MAX
(2) # 10 SMS EACH END
(2) # 10 SMS
3'-0" M
AX.

STRONGBACK 250S162 -43, SPAN
BETWEEN VERTICAL ANGELS 10
° TO 45°

DO NOT ATTACH

CLG TO LIGHT
FIXTURE NOTES:

1. DETAILS IN THIS PAGE ARE ONLY PERMITTED AT THE ATTACHED END OF THE CEILING AND ARE NOT PERMITTED AT THE FREE JOINT.

2. ALL BRACING AND HANGER WIRES PER CL REQUIRED.

ANGLE 1.5" X 1.5" X18 GA
WITH (2) # 10 S.M.S. CONN. PER
/4 A851
/4 A851
3/8" DIA HILTI KB -TZ

EXPANSION ANCHOR (ICC
ESR - 1917)WITH 2"

EFFECTIVE EMBED
3/8" DIA HILTI KB -TZ

EXPANSION ANCHOR (ICC
ESR - 1917)WITH 2"

EFFECTIVE EMBED
1/2" MAX.
1/2" MAX.

COMP. STRUT
PER 6/A812
MAIN
RUNNER
1 -1/2" x 4" 12 GA ANGLE

CLIP, MATCH KICKER
WIDTH WITH (2) #10
S.M.S. TYP.

ATTACH KICKER & STRUT

TO MAIN RUNNER WITH
(2) 1/4" -20 MACHINE
BOLTS

OBSTRUCTION

BRACE WIRE PARELLEL

MAIN RUNNER
KICKER
STRUT

HANGER WIRE
1/2" MAX.
1-1/2" X 4" 12 GA ANGLE CLIP.

MATCH KICKER/ STRUT WIDTH
WITH (2) # 10 S.M.S. TYP.

KICKER BRACE PER
SCHEDULE, SEE CL6.60
NOTE:

KICKER IS AN ALTERNATE TO
SPLAY WIRES.

THIS METHOD MAY BE USED IN
LIEU OF OPPOSING WIRES.
10° TO 45°

ISOMETRIC VIEW SIDE VIEW
(2) # 10 S.M.S.

1. KICKER BRACING IS AN ALTERNATE TO BRACING WIRES. THIS METHOD

MAY BE USED IN LIEU OF OPPOSING WIRES AT ATTACHED
JOINT ONLY. NOT PERMITTED AT FREE JOINT

3. APPLIES WHERE CLIP ATTACHED DIRECTLY TO WALL STUD.

KICKER SCHEDULE

SPAN MATERIAL KICKER SIZE
4' -0"
8' -0"
14' -0"
18 GA
18 GA
16 GA
250S137 -43
400S162 -54
400S162 -43
(E) STRUCTURE

WALL STUD MINIMUM GAUGE

PER SCHED
600S137 -54 SPAN (2) WALL

STUDS MIN CONN PER
SCHED
1-1/2" X 4" 12GA ANGLE CLIP,

MATCH KICKER WIDTH WITH
(2) # 10 SMS @EA LEG
1/2" MAX.

CONNECTION
PER
(2) # 10 S.M.S.

COMP. STRUT
PER

OBSTRUCTION

KICKER BRACE

PER SCHEDULE
(2) # 10 S.M.S.

CLIP PER
CL6.50
1 LAYER
OF GYP.

BD. MAX.

MAIN
RUNNER

ATTACH KICKER &

STRUT TO MAIN
RUNNER WITH (2)
1/4" -20 MACHINE
BOLTS

WALL STUD
GAUGE

CONN TO EA

WALL STUD
(W/GYP.BD.)

CONN TO WALL

STUD ALT
(W/O GYP.BD.)
20GA
18GA
(5)#10x1 1 1/4" SMS
(4)#10x1 1 1/4" SMS
(3)#10x1 1 1/4" SMS
(2)#10x1 1 1/4" SMS

SIDE VIEW
NOTES:
1 MAX
1 /11 A851

WALL STUD
GAUGE

CONNECTION

TO WALL STUD
(WITH GYP. BD.)

CONNECTION TO WALL
STUD
(WITHOUT GYP. BD.)
20 GAUGE
18 GAUGE
(5) # 10x1 -1/4" SMS
(4) # 10x1 -1/4" SMS
(3) # 10x1 -1/4" SMS
(2) # 10x1 -1/4" SMS
NOTES:

1. THE CLIP ANGLE CAN BE ATTACHED DIRECTLY TO THE WALL STUD FLANGE PROVIDED BOTH OF THE FOLLOWING CONDITIONS ARE MET. - THE WALL STUD IS 18 GA MIN. AND CAPABLE OF SUPPORING THE BRACE FORCE.
- THE BRACE WIRE ALIGNS WITH THE WALL STUD WEB.

METAL STUD 20 GA MIN.
1 LAYER OF GYP. BD. MAX
SEE 3/A850
1 - 1/2"x 1 -1/2"x 12 GAx 1"
CLIP ANGLE W/ (2) #
10X1 -1/4" SMS (SEE NOTE 1)
600S137 -54 SPAN (2) WALL
STUDS MINIMUM.CONNECT
600S TO EACH WLL STUD
PER SCHEDULE BELOW 1/2" M
AX.

NOTES:

1. STRUCTURAL STEEL MEMBER SHALL NOT BE LESS THAN 3/16" THIK.

2. CONNECTIONS SHALL NOT BE MADE WITHIN THE PROTECTED ZONE OF STEEL MOMENT FRAME BEAMS, SEE STRUCTURAL DRAWINGS.
2". CUT FLANGES

AND BEND
(2) 0.157"Ø HILTI XU
(ICC ESR -2269)

CHANNEL STRUT
NOTES:

WIRE SPLICES ARE SHOWN LOOSELY TIED FOR ILLUSTRATIVE PURPOSES

ONLY AND SHALL BE DRAWN TIGHT TO COMPLETE INSTALLATION WHEN CONSTRUCTED.

BRACE OR

HANGER WIRE
3 TURNS IN 3" TYPICAL
@ EACH END

HANGER WIRE ONLY

HANGER WIRE
INSULATION OVER METAL DECK #12 S.M.S

METAL DECK
(20 GA. MIN.)
(2)#10 S.M.S
3/4" MIN. (2)#10 S.M.S
L 2" x 2" x 12
GA. X 0' -8"
(2)#10 S.M.S
L 2" x 2" x 12 GA.

OPTION 1 OPTION 2

CHANNEL STRUT
NOTE: SEE

FOR ALTERNATIVE STRUCT

CONNECTION TO STEEL
FRAMING.
/9 A851
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

DATE INITIAL DATE INITIAL DATE INITIAL
OTHER APPROVAL: CITY APPROVAL: -
7515 METROPOLITAN DRIVE,
SUITE 400
SAN DIEGO, CA 92108
T 619.294.7515
F 619.294.97592
WWW.SILLMANWRIGHT.COM
REGISTRATION STAMP: DESIGN CONSULTANT:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD POLICE AND FIRE

HEADQUARTERS

RENOVATION

NOT FOR CONSTRUCTION
As indicated
A851 DETAILS - CEILING

CARLSBAD EOC WING RENOVATION
Author
Checker
2560 ORION WAY
CARLSBAD, CA 92010
SCALE: 12" = 1'-0" A851
1 TRAPEZE UNDER OBSTRUCTION
SCALE: 12" = 1'-0" A851
7 OPPOSING COMPRESSION STRUT
SCALE: 12" = 1'-0" A851
3 CROSS JOIST OBSTRUCTION
SCALE: 12" = 1'-0" A851
5 WIRE OBSTRUCTION
SCALE: 12" = 1'-0" A851
4 WIRE OBSTRUCTION
SCALE: 3" = 1'-0" A851
6 BRACE WIRE CONN. TO MTL. STUD WALL
SCALE: 1/2" = 1'-0" A851
9 STRUT CONN. TO STRUCT STEEL
SCALE: 1" = 10'-0" A851
10 CEILING WIRE SPLICES
SCALE: 1/2" = 1'-0" A851
11 STRUT CONN TO MTL. DECK
MIN
1' - 0"
9"
15"
60" MAX TO BASELINE OF
48" MIN TO BASELINE OF

HIGHEST TACTILE CHARACTER

LOWEST BRAILLE CELLS

APPLIES TO

TOILET DOOR

ONLY SEE

SIGNAGE
1' - 6" MIN

45.00°
1' - 6" M
IN

CENTERED ON

TACTILE

CHARACTERS HINGE SIDE OF
DOOR
11B -703.4.2 LOCATION . WHERE A TACTILE SIGN IS PRO -VIDED AT A DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE. WHER E

A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN IS

PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL B E LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR. WHERE THERE IS NO

WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SI DE

OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 INCHES (457 MM) MINIMUM BY 18 INC HES (457 MM) MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDE D

BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. WHERE PROVIDED, SIGNS IDENTIFYING

PERMANENT ROOMS AND SPACES SHALL BE LOCATED AT THE ENTRANCE TO, AND OUTSIDE OF THE ROOM OR SPACE. WHERE PROVIDED, SIGNS

IDENTIFYING EXITS SHALL BE LOCATED AT THE EXIT DOOR WHEN APPROACHED IN THE DIRECTION OF EGRESS TRAVEL EXCEPTION: IN

ALTERATIONS WHERE SIGN INSTALLATION LOCATIONS IDENTIFIED IN SECT ION 11B -703.4.2 ARE OBSTRUCTED OR OTHERWISE UNAVAILABLE FOR SIGN

INSTAL -LATION, SIGNS WITH TACTILE CHARACTERS SHALL BE PERMIT -TED ON

THE PUSH SIDE OF DOORS WITH CLOSERS AND WITHOUT HOLD -OPEN DEVICES.

SIGNAGE NOTES: (TYPICAL ALL SIGNS)
2/10"
1/40"

INTER -CELL SPACING
WITHIN A CELL = .10 INCHES
(VERTICAL OR HORIZONTAL)

ROUNDED DOT
(ACCEPTABLE)

1. SIGN MATERIAL TO BE 1/8" THICK PLASTIC WITH 1/32" RAISED BORDER, GRAPHICS AND LETTERS. PROVIDE MECHANICAL MOUNTING WITH VANDAL RESISTANT FASTENERS. COMPLY WITH 4.30 AND A4.30 OF THE CBC.

2. PROVIDE ONE SIGN WHERE INDICATED ON DOOR SCHEDULE OR PER PLANS. LOCATE SIGN MAXIMUM 12" AWAY FROM DOOR STRIKE SIDE, LOCATE SIGN 48" MIN. A.F.F. TO BOTTOM OF BRAILLE AND 60" MAX. TO BOTTOM OF HIGHEST TEXT TACTILE LETTERING. SIGN SHALL BE CENTERED IN AN 18" X 18" CLEAR FLOOR SPACE BEYOND THE DOOR SWING ARC WITH 90 DEGREE INHIBITOR -TYPE CLOSER NEXT TO A TACTILE SIGN.

3. CHARACTER TYPE: CHARACTERS ON SIGNS SHALL BE RAISED 1/32"

MINIMUM AND SHALL BE SANS SERIF UPPERCASE CHARACTERS
ACCOMPANIED BY GRADE 2 BRAILLE (SEE NOTE #7 BELOW).

4. CHARACTER SIZE: RAISED CHARACTERS SHALL BE A MINIMUM OF 5/8" AND A MAXIMUM OF 2" HIGH.

5. FINISH AND CONTRAST: CONTRAST BETWEEN CHARACTERS, SYMBOLS AND THEIR BACKGROUND MUST BE 70% MINIMUM AND HAVE A NON -GLARE FINISH. (CBC SECTION 1117B.5.2). COLORS: WHITE AND CUSTOM COLOR TO MATCH EXISTING U.O.N.

6. PROPORTIONS: RAISED CHARACTERS ON SIGNS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "O" IS 60% MINIMUM AND 110% MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER "I". STROKE THICKNESS OF THE UPPERCASE LETTER "I" SHALL BE 15% MAXIMUM OF THE HEIGHT OF THE CHARACTER. (CBC SECTION 1117B.5.5, ITEM 5)

7. BRAILLE: CALIFORNIA CONTRACTED GRADE 2 BRAILLE SHALL BE USED

WHEREVER BRAILLE IS REQUIRED IN OTHER PORTIONS OF THESE STANDARDS. DOTS SHALL BE 1/10" ON CENTERS IN EACH CELL WITH 1/5"

SPACE BETWEEN CELLS, MEASURED THE SECOND COLUMN OF DOTS IN THE FIRST CELL TO THE FIRST COLUMN OF DOTS IN THE SECOND CELL.

DOTS SHALL BE RAISED A MINIMUM OF 1/40" ABOVE THE BACKGROUND. (CBC SECTION 1117B.5.6)
ROUNDED OR DOMED CALIFORNIA BRAILLE DOTS SHALL BE REQUIRED.

8. MOUNTING LOCATION: MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3" (76MM) OF SIGNAGE WITHOUT

ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF THE DOOR. (CBC SECTION 1117B.5.7)

9. SIGNS TO BE CONTRASTING COLORS. (CBC SECTION 11B -703.6.2)

10. BRAILLE SHALL BE SEPARATED 3/8 INCH (9.5 MM) MINIMUM FROM RAISED

BORDERS AND DECORATIVE ELEMENTS

ACCESSIBLE
5' - 0" A.F.F.
6" MIN. TALL
MINIMUM 1" HIGH

LETTERS UPPERCASE

CHARACTERS
8"
10"

RESTROOM
10"
10"
M
IN.
1/2"
1/2"
MINIMUM 1" HIGH

LETTERS UPPERCASE

CHARACTERS
COLOR: WHITE
6" MIN. TALL
5' - 0" A.F.F.

NOTE:

SEE SIGNAGE NOTE #7 FOR BRAILLE REQUIREMENTS
4' -0"
MIN.

A.F.F.
5' - 0" A.F.F. MINIMUM 1" HIGH

LETTERS UPPERCASE

CHARACTERS
COLOR: WHITE
M
IN.
1/2"
1/2"
MEN
NOTE:

SEE SIGNAGE NOTE #7 FOR BRAILLE REQUIREMENTS
8"
10"
4' -0"
MIN.

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

MINIMUM 1" HIGH

LETTERS UPPERCASE

CHARACTERS
COLOR: WHITE
M
IN.
1/2"
1/2"
WOMEN
NOTE:

SEE SIGNAGE NOTE #7 FOR BRAILLE REQUIREMENTS
8"
10"
4' -0"
MIN.

A.F.F.
1' - 0"
1' - 0"
5' - 0" A.F.F.
1/4" THICK

CONTRASTING

COLOR TO DOOR
1/8" R.

CORNERS, TYP
6"
MEN
MINIMUM 5/8" HIGH

LETTERS UPPERCASE

CHARACTERS
COLOR: TBD
5' - 0" A.F.F.

CONTRASTING COLOR

TO DOOR AND

EACH OTHER
1/4" THICK
1' - 0"
*IF DOORS ARE THE

SAME COLOR, SHOW

SIGNS CONSISTENTLY

LIGHT ON DARK OR

DARK ON LIGHT

BACKGROUND
1/8" R. CORNERS, TYP
6"

RESTROOM
MINIMUM 5/8" HIGH

LETTERS UPPERCASE

CHARACTERS
COLOR: WHITE
6"
5' - 0" A.F.F.
1/4" THICK

CONTRASTING

COLOR TO DOOR
1' - 0"
WOMEN
MINIMUM 5/8" HIGH

LETTERS UPPERCASE

CHARACTERS
COLOR: TBD

CONFERENCE
### 4"
60" M
AX. A.F.F.

TO BOTTOM OF HIGHEST

TACTILE CHARACTERS
48" M
IN. A.F.F.

TO BOTTOM OF LOWEST

TACTILE CHARACTERS
ROOM NAME TEXT:
1" HIGH LETTERS
COLOR: WHITE 10"
NOTE:

SEE SIGNAGE NOTE #7 FOR

BRAILLE REQUIREMENTS
3/8"-1/2"
3/8" M
IN
5' - 0" A.F.F.

CONTRASTING COLOR

TO DOOR AND

EACH OTHER
1/4" THICK
1' - 0"
*IF DOORS ARE THE

SAME COLOR, SHOW

SIGNS CONSISTENTLY

LIGHT ON DARK OR

DARK ON LIGHT

BACKGROUND
1/8" R. CORNERS, TYP
6"

RESTROOM
MINIMUM 5/8" HIGH

LETTERS UPPERCASE

CHARACTERS
COLOR: WHITE

RESTROOM
10"
10"
M
IN.
1/2"
1/2"
MINIMUM 1" HIGH

LETTERS UPPERCASE

CHARACTERS
COLOR: WHITE
6" MIN. TALL
5' - 0" A.F.F.

NOTE:

SEE SIGNAGE NOTE #7 FOR BRAILLE REQUIREMENTS
4' -0"
MIN.

A.F.F.
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
AG
JS
JM

ISSUED FOR CONSTRUCTION

09.01.2023

06.09.2023 BUILDING PERMIT SUBMITTAL

07.28.2023 BUILDING PERMIT SUBMITTAL 02

09.01.2023 ISSUED FOR CONSTRUCTION
As indicated
A890 DETAILS - BUILDING SIGNAGE

CARLSBAD EOC WING RENOVATION
2560 ORION WAY
CARLSBAD, CA 92010
SCALE: 1/2" = 1'-0" A890
1 DOOR ROOM SIGNAGE
SCALE: 12" = 1'-0" A890
3 SIGNAGE NOTES
SCALE: 3" = 1'-0" A890
2 ACCESSIBLE ENTRY SIGN
SCALE: 3" = 1'-0" A890
10 GENDER NEUTRAL ACCESSIBLE RESTROOM SIGN
SCALE: 3" = 1'-0" A890
9 MENS RESTROOM SIGN
SCALE: 3" = 1'-0" A890
8 WOMENS RESTROOM SIGN
SCALE: 3" = 1'-0" A890
5 MENS RESTROOM DOOR SIGN
SCALE: 3" = 1'-0" A890
6 GENDER NEUTRAL ACCESSIBLE RR DOOR SIGN
SCALE: 3" = 1'-0" A890
4 WOMENS RESTROOM DOOR SIGN
SCALE: 3" = 1'-0" A890
12 ROOM IDENTIFICATION SIGNAGE
SCALE: 3" = 1'-0" A890
7 GENDER NEUTRAL RESTROOM DOOR SIGN
SCALE: 3" = 1'-0" A890
11 GENDER NEUTRAL RESTROOM SIGN
###

MAXIMUM OCCUPANCY
FOR THIS (SPACE NAME) 4"
1' - 0"
5' - 0" A.F.F.

MIN. 1" HIGH

UPPERCASE

CHARACTERS
NOTE: TACTILE TEXT SEE NOTE 3
5' - 0" A.F.F.
10"
ROOF
ACCESS
4"
10"
1" HIGH NAME TEXT
COLOR: WHITE
5'-0" MAX.

A.F.F.

SEE SIGNAGE NOTE
#7 FOR BRAILLE

REQUIREMENTS
NOT

ACCESSIBLE
1" HIGH NAME TEXT
COLOR: WHITE

SEE SIGNAGE
NOTE #7 FOR

BRAILLE

REQUIREMENTS
10"
1' - 3" -" MAX.

A.F.F.
1/2"
MIN.
1/2" 1/2"
MIN.
1/2"
4'-0"
MIN.

B.O.B.
4'-0"
MIN.

B.O.B.

EXIT
EXIT
ROUTE
A

SEE SIGNAGE
NOTE #7

MOUNT AT INTERIOR
B
5'-0'' MAX
A.F.F.
5'-0'' MAX
A.F.F.

ASSISTIVE LISTENING

DEVICES AVALIABLE

WHITE TEXT
5' - 0" A.F.F.
10"
10"

DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS
NOTE: MOUNT IN HEADER OF INTERIOR SIDE OF DOOR
FRAME
*
*
0' - 1"
5' - 3"
CL
6" TALL, 1/2" THICK ALUMINUM

LETTERS, PIN MOUNTED
4" TALL, 1/2" THICK ALUMINUM

LETTERS, PIN MOUNTED
10" SPACE
6" SPACE
3" SPACE

PROVIDE BACKING AT SIGNAGE
LOCATION PER 7/A801

OPEN TO

HALLWAY
BEYOND 5' - 1 1/2"
11 1/2"
EQ EQ
18" R.
3' - 0"

GLASS CITY SEAL ATTACHED VIA

STANDOFFS, SEE INSPIRATION

IMAGE EXAMPLE
PROVIDE BACKING PER 7/A801
4' - 5"
3' - 0"
1' - 10"
3' - 0"
1' - 10"
4' - 5"

2.5" TEXT SIZE WITH 2"

SPACING BETWEEN LINES
(NEGATIVE SPACE IN

FROSTED FILM)

2.5" TEXT SIZE WITH 2"

SPACING BETWEEN LINES
(NEGATIVE SPACE IN

FROSTED FILM)

FROSTED FILM

FROSTED TEXT, HEIGHT TO MATCH GLAZING

FROSTED FILM
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
AG
JS
JM

ISSUED FOR CONSTRUCTION

09.01.2023

06.09.2023 BUILDING PERMIT SUBMITTAL

07.28.2023 BUILDING PERMIT SUBMITTAL 02

09.01.2023 ISSUED FOR CONSTRUCTION
As indicated
A891 DETAILS - BUILDING SIGNAGE

CARLSBAD EOC WING RENOVATION
2560 ORION WAY
CARLSBAD, CA 92010
SCALE: 6" = 1'-0" A891
4 MAXIMUM OCCUPANCY LOAD SIGN
SCALE: 3" = 1'-0" A891
2 NO SMOKING SIGN
SCALE: 6" = 1'-0" A891
3 ROOF ACCESS SIGN
SCALE: 3" = 1'-0" A891
8 NOT ACCESSIBLE SIGN
SCALE: 3" = 1'-0" A891
1 ROOM EXIT SIGNS
SCALE: 3" = 1'-0" A891
5 ASSISTIVE LISTENING DEVICE SIGN
SCALE: 1 1/2" = 1'-0" A891
7 DOOR UNLOCK SIGN
SCALE: 1/4" = 1'-0" A891
9 NORTH EXTERIOR ELEVATION - SIGNAGE
SCALE: 1/4" = 1'-0" A891
11 (100) ENTRY - SIGNAGE SEAL
SCALE: 1/4" = 1'-0" A891
10 (101) HALLWAY - SIGNAGE LAYOUT

INTERIOR DOOR SIGNAGE

INSPIRATION IMAGE
(FROSTED GLASS TREATMENT WITH

LETTERING CUTOUTS)

ENTRY SIGNAGE

INSPIRATION IMAGE
(GLASS CIRCLE, MONOTONE,

FASTENERS TO BE HIDDEN)

HILTI KB -II EXPANSION BOLT
2"x3"x1/4"x4" LONG ANGLE

SHELF LEG
M
IN.
2 1/2"

BASE CABINET DEPTH, UNO

REFER TO ELEVATIONS
34" A.F.F. MAX.

SEALANT

SUPPORT FRAME

AS REQUIRED

FLUSH BOTTOM AT KNEE
SPACES

SPLASH AT ENDS AS INDICATED

ON ELEVATIONS OR AS NOTED ON

COUNTER TYPES
1/2" RADIUS UNO
27" CLR. A.F.F. MIN.

SOLID SURFACE PER FINISH
SCHED. ON A600
30" WIDE BY 19" MIN. DEPTH

TOE AND KNEE CLEARANCE REQUIRED

CLEARANCE REQUIRED

FOR WORK SPACE PER
11B -306.3.3, EXC 2.
24"
1"
UNO
1"
4" 1 1/2"

BACKSPLASH
(1) #8 F.H.W.S. W/FINISH
WASHER @ 10" O.C.
2x4 CONT. BASE
10 F.H.W.S. @ 12" O.C.

MAX. AND 6" FROM

CABINET ENDS

DASHED LINE INDICATES

WALL BASE AND FINISH
FLOOR MATERIAL. SEE

FINISH SCHEDULE
4"
SLEEPER ANCHOR 6" FROM
EACH END AND 12" O.C. MAX.

0.145 x 1 -1/4" EMBED IN
CONC. HILTI X -DN1 PER ICC -
ES -1290
4"
2x4 SLEEPER @ 24" O.C.

CABINET

COUNTERTOP, SEE
2X4 WOOD STUD
CONSTRUCTION, TYP.
4" 23 1/2" 5" 1 1/2"

CONTINUOUS RAIL

PLAM FINISH

BASE, DO NOT APPLY

RUBBER BASE

BACK PANEL
4"

PROVIDE SOLID BLOCKING AS
REQUIRED @ EACH DRAWER

TO MOUNT DRAWER SLIDE

HARDWARE

DOOR PULLS

ADJUSTABLE SHELF

MAX HEIGHT
34"

BACKSPLASH
A900
7 /2 A900
REFER TO DETAIL 8/A900 FOR

ADDITIONAL CASEWORK

BACKING CONNECTION
INFORMATION TO WALL 4"
NOTE: DRAWERS WHERE

APPLICABLE PER
ELEVATIONS.

1. CASEWORK FASTENERS TO BLOCKING SHALL BE A
MIN. #14x3", S.M.S @ 16"o.c., TYPE 17 HARD, ZINC
PLATED, FULL THREAD SCREWS. 3 SCREWS MIN. PER
CASEWORK AT TOP, MID. AND BTM.

A801
7 A900
7 A900
7 A801
7 6
A900

ADJACENT LOW

ER CABINET CASEW
ORK
M

ATCH TOP OF DOOR W
ITH
2X4 WOOD STUD
LEDGER, TYP.

A801
7 A801
7 4"

BACK PANEL

DOOR PULL
1X4 WOOD CASEWORK
FRAME, TYP.

A900
7 1X4 WOOD STUD
CONSTRUCTION, TYP.

BACK PANEL

PLAM FINISH PER

FINISH SCHEDULE

DOOR PULL
ADJUSTABLE SHELF, TYP.

EQ
EQ

HEIGHT PER INTERIOR ELEVATIONS
EQ

PLAM FINISH PER

FINISH SCHEDULE
Level 1
0' - 0"

WIDTH PER ENLARGED PLANS
9' - 0" 5' - 4 1/2" V.I.F.
6 A900
3/4" SOLID SURFACE COUNTERTOP
OVER 3/4" PLYWOOD W/ 3" BUILD

DOWN EASED EDGE AND

BACKSPLASH OVER LOWER

CABINETS

FULL HEIGHT

STORAGE

CABINETS
NEW WALL PER PLAN EXIST. WALL PER PLAN
2' - 0".
8 A900
16 12
12 J J

NEW PORTION OF WALL

PER PLAN, ALIGN

FINISH FACE WITH

EXISTING WALL
42" DEEP TALL
CABINET. SEE INTERIOR

ELEVATIONS AND

FINISH SCHEDULE FOR

MORE INFORMATION
11' - 5" (V.I.F)
EQ
EQ
EQ
COUNTERTOP OVER 18"

DEEP LOWER
CABINETS. SEE

INTERIOR ELEVATIONS

AND FINISH SCHEDULE

FOR MORE

INFORMATION
SHELVING OVER 18"

DEEP LOWER
CABINETS. SEE

INTERIOR ELEVATIONS

AND FINISH SCHEDULE

FOR MORE

INFORMATION
6' - 0"
6' - 0"
EQ
EQ
10 A900
3 A900
8 A900
3' - 6"

COUNTERTOP, SEE
2X4 WOOD STUD
CONSTRUCTION, TYP.
4" 2' - 8 1/2". 1 1/2"

PLAM FINISH

BASE, DO NOT APPLY

RUBBER BASE

BACK PANEL
4"

DOOR PULLS

ADJUSTABLE SHELF

BACKSPLASH
A900
7 /2 A900
REFER TO DETAIL 8/A900 FOR

ADDITIONAL CASEWORK

BACKING CONNECTION

INFORMATION TO WALL
1' - 6"
4"

PLAM FINISH PER FINISH
SCHEDULE ON A600

HEAVY DUTY SHELVES

WITH HEAVY DUTY

SUPPORT

SOLID SURFACE

COUNTERTOP

BACK PANEL

PLAM FINISH PER FINISH
SCHEDULE ON A600

BASE, DO NOT APPLY

RUBBER BASE

DOOR PULL

ADJUSTABLE SHELF
A801
7 A900
7 A801
7 A900
2 12"
EQ
EQ
EQ
EQ
EQ
1' - 6" 2' - 8 1/2".
1' - 0 1/2"
6' - 0"
SCALE: 3" = 1'-0" A900
5 SHELVING ANCHOR
SCALE: 1 1/2" = 1'-0"
REF: A900
A900
2 TYPICAL COUNTERTOP
SCALE: 3" = 1'-0"
REF: A900
A900
7 CABINET BASE ATTACHMENT
SCALE: 1 1/2" = 1'-0"
REF: A501
A900
6 MILLWORK SECTION WITH DRAWER
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
AG
JS
JM

ISSUED FOR CONSTRUCTION

09.01.2023

06.09.2023 BUILDING PERMIT SUBMITTAL

07.28.2023 BUILDING PERMIT SUBMITTAL 02

09.01.2023 ISSUED FOR CONSTRUCTION
As indicated
A900 DETAILS - CASEWORK

CARLSBAD EOC WING RENOVATION
2560 ORION WAY
CARLSBAD, CA 92010
SCALE: 1/2" = 1'-0" A900
9 CASEWORK ATTACHMENT
SCALE: 1 1/2" = 1'-0"
REF: A501
A900
8 TALL CASEWORK SECTION DETAIL
SCALE: 1/2" = 1'-0"
REF: A203
A900
4 CONFERENCE ROOM 107 CASEWORK PLAN
SCALE: 1/2" = 1'-0"
REF: A203
A900
1 ENTRY 100 CASEWORK PLAN
SCALE: 1 1/2" = 1'-0"
REF: A900
A900
3 MILLWORK SECTION
SCALE: 1 1/2" = 1'-0"
REF: A900
A900
10 RECEPTION CORRIDOR CASEWORK

DESIGN CRITERIA
DESIGN OF NEW STRUCTURAL COMPONENTS CONFORMS TO THE CALIFORNIA BUILDING CODE (CBC), 2022 EDITION WITH CITY OF CARLSBAD REVISIONS, AND MEETS THE REQUIREMENTS FOR ESSENTIAL FACILITIES.

1. LIVE LOADS:

A. ROOF: 20 PSF

2. DEAD LOADS:

A. SELF WEIGHT OF ELEMENTS

3. SEISMIC DESIGN CRITERIA:

SITE CLASS C

SEISMIC DESIGN CATEGORY D
RISK CATEGORY: IV
NON STRUCTURAL COMPONENT SEISMIC FORCES:

S
s = 0.947
S1 = 0.347
Fa = 1.200
Fv = 1.500
SDS = 0.635

CAST-IN-PLACE CONCRETE

1. PORTLAND CEMENT SHALL BE ASTM C150 TYPE II OR V UNLESS OTHERWISE NOTED.

2. ALL CONCRETE SHALL BE NORMAL WEIGHT (145 PCF) HA RD ROCK TYPE UNLESS OTHERWISE NOTED.

3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENG TH (f'c) AT 28 DAYS AS FOLLOWS, UNLESS OTHERWISE NOTED:

A. SLABS-ON-GRADE: 4,000 PSI

4. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED T ESTING LABORATORY, BEARING A REGISTERED STATE OF CALIFORNIA CIVIL ENGINEER'S STAMP, AND REVIEWED BY THE ENGINEER PRIOR TO USE.

5. MAXIMUM RATIO OF WATER TO CEMENTITIOUS MATERIALS, BY WEIGHT, SHALL BE 0.45 UNLESS OTHERWISE NOTED. USE MINIMUM 6 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE.

6. ALL CONSTRUCTION JOINTS SHALL BE KEYED AND SHALL BE THOROUGHLY CLEANED. SEE CAST-IN-PLACE CONCRETE NOTE 10.

7. THE CONTRACTOR SHALL SUBMIT THE PROPOSED LOCATION OF ALL CONSTRUCTION JOINTS TO THE ENGINEER FOR REVIEW PRIOR TO PLACING OF CONCRETE. POUR JOINTS SHALL BE LOCATED TO MINIMIZE EFFECTS OF SHRINKAGE AS WELL AS PLACED AT POINTS OF LOW STRESS.

8. CONCRETE COVERAGE OF REINFORCING STEEL SHALL BE A S FOLLOWS, UNLESS OTHERWISE NOTED:

A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH EXCEPT SLAB-ON-GRADE: 3".

B. CONCRETE EXPOSED TO EARTH OR WEATHER:
* #6 THROUGH #18 REBAR: 3"
* #5 REBAR, W31 OR D31 WIRE, AND SMALLER: 3"
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT H GROUND:
* SLABS, WALLS AND JOISTS (#11 REBAR AND SMALLER): 3 /4" * BEAMS AND COLUMNS: 11/2"
D. SLABS-ON-GRADE - PLACE REBAR AT MID DEPTH

9. ALL EXPOSED CONCRETE EDGES SHALL BE FORMED WITH A 3/4" CHAMFER UNLESS OTHERWISE SHOWN OR NOTED.

10. ALL NEW CONCRETE PLACED AGAINST HARDENED CONCRET E SHALL BE PREPARED PER THE FOLLOWING PROCEDURE:

A. ROUGHEN HARDENED SURFACE TO AN AMPLITUDE OF 1/4" WITH BUSH HAMMER, SAND BLASTING, OR OTHER APPROVED METHOD.

B. CLEAN SURFACES OF DUST AND DEBRIS USING CLEAN COM PRESSED AIR AND WATER.

C. THE SURFACE OF ALL HORIZONTAL CONSTRUCTION JOINTS SHALL BE CLEANED AND ROUGHED BY EXPOSING CLEAN AGGREGATE SOLIDLY EMBEDDED IN MORTAR MATRIX. IN THE EVENT THAT THE CONTACT SURFACE BECOMES COATED WITH EARTH, SAWDUST, ETC., AFTER BEING CLEANED, THE ENTIRE SURFACE SO COATED SHALL BE RECLEANED.

D. REFER TO OTHER NOTES FOR DUST CONTROL DURING CONS TRUCTION.

11. CURING COMPOUND USED ON CONCRETE SHALL BE REVIEW ED BY THE ENGINEER.

12. BONDING AGENT SHALL BE CHEMREX CONCRESIVE LIQUID LPL, OR SIKA ARMATEC 110 EPOCEM, OR APPROVED EQUAL AND SHALL BE APPLIED FOLLOWING THE MANUFACTURER'S RECOMMENDATIONS.

13. THE NOMINAL MAXIMUM SIZE OF COARSE AGGREGATES SH ALL BE 1" UNLESS OTHERWISE NOTED.

14. ALL CRACKS WIDER THAN 1/16" IN NEW CONCRETE APPE ARING WITHIN 6 MONTHS OF CONCRETE PLACEMENT SHALL BE REPAIRED USING SIKADUR 35, HI-MOD LV EPOXY ADHESIVE INJECTION BY THE CONTRACTOR AT NO COST TO THE OWNER.

STRUCTURAL STEEL

1. THE CONTRACTOR SHALL SUBMIT ALL STRUCTURAL STEEL AND MISCELLANEOUS STEEL SHOP DRAWINGS TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION.

2. MATERIAL TEST OR REPORTS FOR HOT-ROLLED STRUCTUR AL SHAPES, PLATES, AND BARS SHALL BE MADE IN ACCORDANCE WITH ASTM A6. FOR SHEET MATERIAL, TEST SHALL BE MADE IN ACCORDANCE WITH ASTM A568. FOR TUBING AND PIPE, SUCH TEST SHALL BE MADE IN ACCORDANCE WITH REQUIREMENTS OF THE APPLICABLE ASTM STANDARDS.

3. STEEL MATERIALS SHALL CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED:

A. PLATES AND BARS: ASTM A36 (Fy=36ksi, Fu=58ksi), U.N.O.

B. CHANNELS AND ANGLES: ASTM A36 (Fy=36ksi, Fu=58ks i)
C. W AND WT: ASTM A992 (Fy=50ksi, Fu=65ksi)
D. RECTANGULAR AND SQUARE HSS: ASTM A500, GRADE C ( Fy=50ksi, Fu=62ksi) E. ROUND HSS: ASTM A500, GRADE C (Fy=46ksi, Fu=62ks i)
F. PIPES: ASTM A53, GRADE B (Fy=35ksi, Fu=60ksi)
G. BOLTS AT STEEL-TO-STEEL CONNECTIONS: ASTM A325 S T (SNUG-TIGHTENED), TYPE 1; 7/8" ∅ TYP. U.O.N.

H. BOLTS AT OTHER APPLICATIONS: ASTM A307
I. ANCHOR RODS: ASTM F1554, GRADE 36, U.N.O.

J. THREADED RODS: ASTM A36
K. NUTS: ASTM A563
L. WASHERS: ASTM F436

4. HEAVY-HEX STRUCTURAL BOLT AND NUT DIMENSIONS SHAL L MEET THE REQUIREMENTS OF ANSI/ASME B18.2.6.

5. ALL STEEL (EXCEPT STAINLESS STEEL) SHALL BE SHOP PRIMED WITH ZINC OXIDE PRIMER UNLESS OTHERWISE NOTED.

6. DIAMETER OF BOLT HOLE SHALL BE 1/16" LARGER THAN THE BOLT'S DIAMETER UNLESS OTHERWISE NOTED.

7. IF DRILLING HOLES AT STEEL MEMBERS TO ACCOMMODATE THE CONCRETE ANCHORS IS REQUIRED, THE DRILLING MUST BE DONE AFTER THE FINAL ANCHOR HAVE BEEN HOLES DRILLED. THE HOLES AT STEEL MEMBERS SHALL MATCH THE LOCATION OF INSTALLED ANCHORS.

8. PROVIDE BEVELED WASHERS ON SLOPING SURFACE OF CON NECTIONS FOR FULL BEARING.

9. MINIMUM BOLT SPACING FROM CENTER OF STANDARD AISC HOLE AS FOLLOWS, U.N.O.:

CENTER-TO-CENTER = 3 BOLT DIAMETER
CENTER-T0-ROLLED EDGE = 1.5 BOLT DIAMETER
CENTER-TO-SHEARED EDGE = 1.75 BOLT DIAMETER

10. GALVANIZE ALL STEEL EXPOSED TO WEATHER, UNLESS O THERWISE NOTED.

11. ALL STEEL SHALL BE FABRICATED AT CITY OF CARLSBA D APPROVED STEEL FABRICATION SHOP.

STRUCTURAL STEEL WELDING

1. ALL WELDING SHALL BE IN CONFORMANCE WITH THE AWS D1.1 AND AWS D1.8.

2. ALL WELDING MUST BE APPROVED BY AN AWS CERTIFIED INSPECTOR.

3. ALL WELDING OF STEEL SHALL CONFORM TO AWS D1.1 AN D AWS D1.8 AND SHALL BE PERFORMED BY AWS CERTIFIED WELDERS USING E-70XX LOW HYDROGEN MOISTURE RESISTING ELECTRODES UNLESS OTHERWISE NOTED.

4. ALL WELDS USED IN MEMBERS AND CONNECTIONS IN THE SFRS SHALL BE MADE WITH A FILLER METAL THAT CAN PRODUCE WELDS THAT HAVE A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20 FT-LB AT 0 °F, AS DETERMINED BY THE APPROPRIATE AWS A5 CLASSIFICATION OR MANUFACTURER CERTIFICATION.

5. USE THE MINIMUM SIZE OF WELDING IN ACCORDANCE WIT H AISC 360-16 SECTION J2 AT STEEL-TO-STEEL JOINTS UNLESS A LARGER WELDING SIZE IS SPECIFIED ON THE PLANS.

6. WHERE LENGTH OF WELDING IS NOT SHOWN, IT SHALL BE FULL LENGTH OF JOINT. ALL BUTT WELDS SHALL BE COMPLETE PENETRATION WELDS UNLESS OTHERWISE NOTE D.

7. THE CONTRACTOR SHALL PROVIDE WELDING PROCEDURE SP ECIFICATION (WPS) AND DETAILED SEQUENCE OF WELDING SKETCH FOR REVIEW PRIOR TO STARTING FABR ICATION. THE SEQUENCE OF WELDING SHALL BE PLANNED TO MINIMIZE LOCKED IN STRESSES AND DISTORTION. EACH WPS SHALL BE STAMPED WITH AN

AWS INSPECTOR'S STAMP INDICATING THAT INSPECTOR'S CERTIFICATION THAT THE WPS CONFORMS TO AWS D1.1 AND D1.8, AND ALL REQUIREMENTS SET FORTH IN THE DRAWINGS AND SPECIFICATIONS. EACH

WPS SHALL BE FORMATTED TO FIT ON LETTER SIZED PAPER BUT SHALL BE SUBMITTED ON THE UPPER

PORTION OF LEGAL SIZED PAPER ALLOWING FOR AWS INSPE CTOR, CONTRACTOR REVIEW, AND DESIGNER REVIEW STAMPS TO BE PLACED ON THE BLANK BOTTOM PORT ION OF EACH LEGAL SIZED SHEET.

8. FACES OF FILLET WELDS NOT EXPOSED TO VIEW SHALL H AVE AS-WELDED SURFACES THAT ARE REASONABLY SMOOTH AND UNIFORM. NO FINISHING OR GRINDING SHALL BE REQUIRED EXCEPT WHERE CLEARANCES OR FIT OF OTHER ITEMS MAY SO NECESSITATE.

9. ALL COMPLETE AND PARTIAL PENETRATION WELDS WHICH ARE EXPOSED TO VIEW SHALL BE GROUND SMOOTH AND FLUSH WITH FINISH SURFACE OF STEEL. HOLES SHALL BE FILLED WITH WELD METAL AND SMOOTHED BY GRINDING OR FILING.

10. FINISH GROOVE PREPARATION THERMAL CUTS BY GRINDI NG.

11. WELDS SHALL BE TERMINATED AT THE END OF A JOINT IN A MANNER THAT WILL ENSURE SOUND WELDS.

THIS SHALL BE DONE BY USE OF EXTENSION BARS AND RUN OFF TABS IF NECESSARY.

12. TO ASSURE THE PROPER AMPERAGE AND VOLTAGE OF THE WELDING PROCESS, A HAND HELD CALIBRATED AMP AND VOLT METER SHALL BE USED. AMPERAGE AND VOLTAGE SHALL BE MEASURED AT THE ARC WITH THIS EQUIPMENT. TRAVEL SPEED AND ELECTRODE STICK OUT SHALL BE VERIFIED TO BE IN COMPLIANCE

WITH THE ELECTRODE MANUFACTURER'S RECOMMENDATIONS AND WITH THE APPROVED WELDING PROCEDURE SPECIFICATION.

SCOPE OF WORK

THE SCOPE OF WORK OF THIS PROJECT CONSISTS OF TENENT IMPROVEMENTS TO THE EMERGENCY OPERATIONS CENTER BUILDING.

AS-BUILT CONDITIONS

1. CONTRACTOR MUST FULLY MEASURE THE (E) STRUCTURE BEFORE FABRICATING/CUTTING ANY NEW STEEL MEMBERS TO BE INSTALLED INTO THE STRUCTURE PER THESE DRAWINGS.

2. ALL NEW STEEL MEMBERS MUST BE FABRICATED/CUT TO THE ACTUAL AS-BUILT STRUCTURE DIMENSIONS IN

ORDER TO ASSURE PROPER FIT-UP AND INSTALLATION AS SHOWN IN THE CONNECTION, SUPPORT AND OTHER DETAILS SHOWN ON THE DRAWINGS.

3. MODIFICATION OF THE DESIGN OR DETAILS SHOWN ON T HE DRAWINGS IN ORDER TO ACCOMMODATE IMPROPER

FIT-UP DUE TO LACK OF AS-BUILT MEASUREMENTS AND/OR FABRICATION ERRORS WILL NOT BE ALLOWED AND WILL BE THE BASIS FOR REJECTION OF THE INSTALLATION .

TOLERANCE

1. PERMITTED TOLERANCE SHALL BE ACCORDING CALIFORNIA BUILDING CODE.

GENERAL

1. REFER TO PROJECT SPECIFICATIONS FOR PROJECT REQU IREMENTS.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFE TY OF WORK AREA DURING CONSTRUCTION PERIOD.THE

CONTRACTOR SHALL PROTECT ADJACENT PROPERTY AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL SAFETY ORDINANCES.

3. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT

SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO PRIOR REVIEW BY THE ENGINEER.

4. THE CONTRACTOR SHALL SUPERVISE, DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. THE SUPPORTING SERVICES BY

THE ENGINEER, WHETHER PERFORMED PRIOR TO, DURING, OR AFTER CONSTRUCTION, ARE PERFORMED SOLELY

FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND PROJECT SPECIFICATIONS; BUT THEY DO NOT GUARANTEE THE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSIDERED AS SUPERVISION OF CONSTRUCTION.

5. SHOP DRAWINGS REQUIRED BY THE PROJECT SPECIFICAT IONS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS WILL BE REJECTED FOR INCOMPLETENESS, LACK OF CALCULATIONS (IF REQUIRED) OR CHANGES WITHOUT PRE-APPROVAL. ALL STRUCTURAL CALCULATIONS AND

DRAWINGS AS PART OF THE SHOP DRAWINGS SUBMITTAL SHA LL BE SIGNED AND STAMPED BY A CALIFORNIA REGISTERED ENGINEER.

6. ANY PARTS OF WORK AREA WHICH ARE TO BE BARRICADE D OR SEALED TO NON-CONSTRUCTION INDIVIDUALS MUST BE COORDINATED WITH AND APPROVED BY THE OWNER BEFORE PROCEEDING WITH THE WORK.

7. THE CONTRACTOR SHALL EXERT EVERY EFFORT TO PREVE NT DUST AND CONSTRUCTION DEBRIS FROM CONTAMINATING THE WORK AREA. THESE EFFORTS SHALL INCLUDE BUT NOT BE LIMITED TO PROVIDING A DAILY CLEANUP OF THE CONSTRUCTION AREA. THE CONTRACTOR SHALL REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

8. THE CONTRACTOR SHALL EXERT EVERY EFFORT TO MINIM IZE THE CONSTRUCTION NOISE AND DISTURBANCE DURING CONSTRUCTION.

9. THE CONTRACTOR SHALL BE RESPONSIBLE TO SECURE TH E CONSTRUCTION SITE

10. CUTTING, BORING, SAW-CUTTING OR DRILLING THROUG H THE STRUCTURAL MEMBERS OTHER THAN THOSE

DETAILED ON APPROVED STRUCTURAL DRAWINGS SHALL NOT BE DONE WITHOUT THE ENGINEER'S PRIOR REVIEW AND APPROVAL.

11. THE CONTRACTOR SHALL:

A. CHECK ALL DIMENSIONS.

B. BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND SHALL BE RESOLVED BEFORE PROCEEDING WITH THE WORK.

12. ALL CONSTRUCTION AND WORKMANSHIP, INCLUDING MATE RIALS, SHALL CONFORM TO THESE DRAWINGS AND THE CBC.

13. GOVERNING CODE AUTHORITY: CITY OF CARLSBAD BUILD ING DEPARTMENT.

14. COMPLY FULLY WITH ALL CODES HAVING JURISDICTION OVER THE WORK. IF ANY WORK SHOWN OR INDICATED ON

THE DRAWINGS IS IN CONFLICT WITH ANY CODE HAVING JU RISDICTION, BRING IT TO THE ATTENTION OF THE OWNER PRIOR TO THE COMMENCEMENT OF ANY WORK WHICH W OULD BE AFFECTED BY IT.

15. WHERE NOT INDICATED OTHERWISE, THE LATEST EDITIO N OF ALL CITED DOCUMENTS SHALL GOVERN.

THE TERM CBC IN THESE DRAWINGS MEANS 2019 CALIFORNIA BUILDING CODE, CALIFORNIA CODE OF REGULATIONS, TITLE 24, ALL PARTS AND VOLUMES.

16. ALL INFORMATION, DIMENSIONS, AND ELEVATIONS SHOW N OR NOTED TO EXISTING STRUCTURE ARE BASED ON BEST INFORMATION CURRENTLY AVAILABLE AT THE TIME OF THE PREPARATION OF THESE DRAWINGS. NO WARRANTY IS IMPLIED AS TO THE ACCURACY OF EXISTING CONDITIONS. THE CONTRACTOR SHALL REFER TO THE

ORIGINAL CONSTRUCTION DOCUMENTS FOR INFORMATION REGARDING EXISTING CONSTRUCTION AND SHALL FIELD VERIFY ALL CONDITIONS. IF CONDITIONS BECOME APPARENT WHICH DIFFER FROM THE CONDITIONS SHOWN HEREIN, THEY SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER. HOWEVER, ANY SIGNIFICANT CONFLICTS SHALL BE RESOLVED AS NOTED.

17. DIMENSIONS: DIMENSIONS TAKE PRECEDENCE OVER SCAL E OF DRAWING. RELY ON WRITTEN DIMENSIONS GIVEN AND FIELD VERIFICATION. IF DISCREPANCIES ARE FOUND, NOTIFY THE OWNER BEFORE THE COMMENCEMENT OR RESUMPTION OF WORK. IF NO DIMENSION ARE GIVEN, NOTIFY THE OWNER FOR CLARIFICATIONS. ALL NOTIFICATIONS SHALL BE BY "RFI".

18. CONDITIONS NOTED AS "EXISTING" OR (E) ARE TO REM AIN U.N.O. PROTECT AS REQUIRED. "EXISTING"

CONSTRUCTION REMOVED BY THE CONTRACTOR FOR ANY REASON SHALL BE REPLACED TO MATCH EXISTING AT NO ADDITIONAL COST TO THE OWNER. ALL MATERIALS, FEATURES OR CONDITIONS NOT SPECIFICALLY IDENTIFIED AS "EXISTING" OR (E) ARE CONSIDERED NEW WORK AND AR E PART OF THE PROJECT SCOPE OF WORK.

19. ALL EXISTING CONDITIONS, WHETHER OR NOT SPECIFIC ALLY NOTED ON THE DRAWINGS, SHALL BE VERIFIED PRIOR TO THE COMMENCEMENT OF ANY WORK. DO NOT PROCEED WITH ANY ITEM OR WORK THAT IS REASONABLY QUESTIONABLE WITHOUT ADVISING THE OWNER. OBTAIN DIR ECTION FROM THE OWNER AS TO HOW TO PROCEED.

SUBMIT ALL QUESTIONS ON "RFI" FORM.

20. ANY DISCREPANCIES FOUND IN THE CONTRACT DOCUMENT S SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION PRIOR TO COMMENCING ANY WORK.

21. THE CONTRACTOR IS FULLY AND SOLELY RESPONSIBLE F OR ALL SHORING REQUIRED IN ORDER TO SAFELY ACHIEVE THE FINAL CONSTRUCTION SHOWN ON THE DRAWINGS. THIS INCLUDES, BUT IS NOT LIMITED TO, ANY TYPES OF SHORING REQUIRED FOR SOILS EXCAVATION AND BACKFILL WORK; SUPPORT OF STRUCTURAL

ELEMENTS UNTIL THEY HAVE ACHIEVED THE NECESSARY STRENGTH TO PERFORM IN THE FINAL POSITION AND MANNER SHOWN ON THE DRAWINGS; AND SUPPORT OF STRUCTURAL ELEMENTS THAT ARE MODIFIED AND T

THEREBY REDUCED IN STRENGTH IN ANY WAY DURING CONSTRUCTION AS REQUIRED TO ACHIEVE THE FINAL CONSTRUCTION AS SHOWN ON THE DRAWINGS. ALL SHORING CALCULATIONS AND DRAWINGS SHALL BE STAMPED BY A CALIFORNIA REGISTERED ENGINEER AND SUBMITTED FOR REVIEW PRIOR TO PERFORMING THE WORK.

22. LOCATE ALL EMBEDDED ITEMS, REINFORCING STEEL AND TENDONS USING NON-DESTRUCTIVE MEANS PRIOR TO DRILLING OR CORING. DO NOT DAMAGE EMBEDDED ITEMS WITHOUT APPROVAL BY THE STRUCTURAL ENGINEER.

ABBREVIATIONS
@ AT
& AND
A.B. ANCHOR BOLT
ABV. ABOVE
ADD'L. (ADDL.) ADDITIONAL
ADJ. ADJACENT
ALT. ALTERNATE
ALUM. ALUMINUM
APPRX. (APPROX.) APPROXIMATE(LY)
ARCH. ARCHITECT(URAL)
BLDG. BUILDING
BLKG. BLOCKING
BLW. BELOW
BM. BEAM
B.N. BOUNDARY NAILING
BNDRY. BOUNDARY
B.O.C. BOTTOM OF CONCRETE
B.O.F. BOTTOM OF FOOTING
BOT. (B) BOTTOM
BRCG. BRACING
BRDG. BRIDGE (ING)
BRG. BEARING
BTWN. BETWEEN
CAMB. (C) CAMBER(ED)
CANT.

CANTILEVER(ED)
C.F. CUBIC FEET (FOOT)
C.I.P. CAST-IN-PLACE
C.I.D.H. CAST-IN-DRILLED HOLE
C.J. CONTROL JOINT;

CONSTRUCTION JOINT
C.L. ( ) CENTER LINE
CLG. CEILING
CLR. CLEAR
COL.

COLUMN
CONC. CONCRETE
CONN.

CONNECTION
CONST. CONSTRUCTION
CONT. CONTINUOUS
C.P. COMPLETE-PENETRATION
CTSK. COUNTERSINK
CTR.

CENTER(ED)
C.Y. CUBIC YARD
d d PENNY NAIL

DBA DEFORMED BAR ANCHOR
DBL. DOUBLE
DEPT. DEPARTMENT
D.F. DOUGLAS FIR
DIA. (Ø) DIAMETER
DIAG. DIAGONAL
DIAPH. DIAPHRAGM
DIM. DIMENSION
DN. DOWN

DO DITTO (REPEAT)
DWG. (DWGS.) DRAWING(S)
DWL. DOWEL
EA. EACH
E.F. EACH FACE
E.J. EXPANSION JOINT
EL. ELEVATION
ELEC. ELECTRICAL
ELEV.

ELEVATOR
EMB. EMBED(MENT)
E.N. EDGE NAIL
ENG. ENGINEER
EPS

EXPANDED POLYSTYRENE
(FOAM)
EQ. EQUAL
EQPT. EQUIPMENT
EQUIV. EQUIVALENT
EXP. EXPANSION
EXIST. (E) EXISTING
EXT. EXTERIOR
FDN.

FOUNDATION
FIN. FINISH(ED)
FLR. FLOOR
F.N. FIELD NAIL; FACE NAIL
F.O.C. FACE OF CONCRETE
F.O.M. FACE OF MASONRY
F.O.S.

FACE OF STUD
F.O.W. FACE OF WALL
F.P. FULL (COMPLETE) PENETRATION

FRP FIBER REINFORCED POLYMER
F.S. FAR SIDE
FT. (') FOOT (FEET)
FTG. FOOTING
F.V. FIELD VERIFY
GA. GAUGE
GALV. GALVANIZE(D)
GLB. GLUED LAMINATED BEAM
GRD. GRADE
GYP. GYPSUM
K KIPS; 1000
K.P. KING POST
LAT.

LATERAL
L.B. LAG BOLT
LB (#)
POUND
L.F. LINEAL FEET (FOOT)

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL
LT. WT. LIGHT WEIGHT
MAX. MAXIMUM
M.B. MACHINE BOLT
MECH. MECHANICAL
M.E.P. MECHANICAL, ELECTRICAL AND

PLUMBING
MEZZ. MEZZANINE
MFR.

MANUFACTURER
MIN. MINIMUM
MISC. MISCELLANEOUS
MTL. METAL
(N) NEW
NO. (#) NUMBER
N.S. NEAR SIDE
N.T.S. NOT TO SCALE
O/C (O.C.) ON CENTER
O.D. OUTSIDE DIAMETER
O.H. OPPOSITE HAND
OPNG.

OPENING
OPP. OPPOSITE
ORTHO. ORTHOGONAL
O.W.J. OPEN WEB JOIST

PC PILE CAP
PCF POUNDS PER CU.FT.

PL.

PLATE
PLYWD. PLYWOOD
P.P. PARTIAL-PENETRATION
P.S.F. POUNDS PER SQUARE FOOT
P.S.I. POUNDS PER SQUARE INCH
PT

PRETENSIONED
P.T. PRESSURE TREATED
QTY. QUANTITY
RAD. (R) RADIUS
RBS

REDUCED BEAM SECTION
REF. REFERENCE
REINF. REINFORCEMENT (ING)
REQ'D. (REQD.) REQUIRED
RF. ROOF
R.O. ROUGH OPENING
S.A.D. SEE ARCHITECTURAL DRAWINGS

SC SLIP-CRITICAL
S.C.D. SEE CIVIL DRAWINGS
SCH. SCHEDULE
SEP. SEPARATION
SHT. SHEET
SIM. SIMILAR
SKW. SKEW(ED)
SLRS

SEISMIC LOAD RESISTING SYSEM
S.O.G. SLAB-ON-GRADE
SPEC. SPECIFICATION
SQ. SQUARE

ST SNUG-TIGHTENED
STD. STANDARD
STAGG. STAGGER(ED)
STIFF. STIFFENER
STIR. STIRRUP
STL. STEEL
STRUC(T). STRUCTURAL
SUSP. SUSPENDED
SYMM. SYMMETRICAL

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE
TEMP. TEMPORARY
THK. THICK(NESS)
T.N. TOE NAIL
T.O. TOP OF
T.O.C. TOP OF CONCRETE
T.O.S. TOP OF STEEL;

TOP OF SHEATHING
T.O.W. TOP OF WALL
TRANS. TRANSVERSE
T.S.G. TAPERED STEEL GIRDER
TYP. TYPICAL
U.O.N. (U.N.O.) UNLESS OTHERWISE NOTED
UTIL. UTILITY
HD. HOLDOWN; HAND
HDR. HEADER
HGR. HANGER
HORIZ. (H) HORIZONTAL
H.S. HEADED STUD
H.S.B. HIGH STRENGTH BOLT
HT. HEIGHT
I.D. INSIDE DIAMETER
IN. (") INCH(ES)
INFO. INFORMATION
JST. JOIST
JT. JOINT
VERT. (V) VERTICAL
V.I.F. VERIFY IN FIELD

W/ WITH
(W) WIDE; WIDTH
WD. WOOD
W.P. WORK POINT
WT. WEIGHT
W.W.F. WELDED WIRE FABRIC

X-STG EXTRA STRONG

XX-STG DOUBLE EXTRA STRONG

C&C COMPONENTS AND CLADDING

SOILS AND FOUNDATIONS

1. GEOTECHNICAL INVESTIGATION REPORTS:

REFER TO NINYO & MOORE GEOTECHNICAL & ENVIRONMENTAL SCIENCES CONSULTANTS

GEOTECHNICAL EVALUATION, SAFETY CENTER RENOVATION
2560 ORION WAY, CARLSBAD, CALIFORNIA
NINYO & MOORE PROJECT NUMBER: 108715003, DATED AUGUST 16, 2019

GEOTECHNICAL EVALUATION, CARLSBAD SAFETY CENTER SEISMIC RETROFIT 2560 ORION WAY, CARLSBAD, CALIFORNIA
NINYO & MOORE PROJECT NUMBER: 108715011, DATED AUGUST 14, 2020

2. THE CONTRACTOR SHALL COMPLY WITH ALL RECOMMENDATI ONS OF THE GEOTECHNICAL REPORT, INCLUDING THOSE FOR OVER-EXCAVATION, BACKFILL, ENGINEERED FILL, TEMPORARY EXCAVATIONS AND SHORING.

3. A COPY OF THE GEOTECHNICAL REPORT SHALL BE MAINTA INED ON-SITE BY THE GENERAL CONTRACTOR AND BY EACH SUBCONTRACTOR PERFORMING WORK RELATED TO SOILS, FOUNDATIONS, AND SLABS-ON-GRADE.

4. NEW SLAB-ON -GRADE SHALL BE BUILT ON UNDISTURBED SOIL, OR COMPACTED FILL MATERIAL.

5. COMPACTED FILL MATERIAL SHALL BE PLACED AT A MINI MUM OF 90% OF THE MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED IN ACCORDANCE WITH ASTM D1557. -
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION CARLSBAD EOC WING RENOVATION
12" = 1'-0"
S001 GENERAL NOTES
JE

MM ISSUED FOR CONSTRUCTION

09.01.23 2560 ORION WAY
CARLSBAD, CA 92010
DATE SIGNED:

NAS
NGI
ALONSI

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No. 3930
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07 -28 -2023

STRUCTURAL TESTS AND INSPECTION

1. STRUCTURAL TESTS AND INSPECTIONS SHALL BE ACCORDING TO 2022 CALIFORNIA BUILDING CODE, CHAPTER 4 OF THE CALIFORNIA ADMINISTRATIVE CODE FOR ESSENTIAL SERVICES BUILDINGS, AND PROJECT SPECIFICATIONS.

2. THE CONTRACTOR SHALL COORDINATE THE WORK AND SCHEDULE WITH THE OWNERS INSPECTOR TO ASSURE THAT ADEQUATE NOTICE IS GIVEN FOR INSPECTION TO OCCUR WHILE MAINTAINING PROJECT SCHEDULE.

3. CONTINUOUS OR PERIODIC INSPECTION BY THE PROJECT OR SPECIAL INSPECTOR HIRED BY THE OWNER ARE REQUIRED FOR THE FOLLOWING TYPES OF WORK WHERE OCCURS:

A. CONCRETE
B. REINFORCING STEEL
C. STRUCTURAL WELDING
D. POST INSTALLED ANCHORS
E. COLD -FORMED STEEL LIGHT -FRAME CONSTRUCTION

4. THE TESTING TORQUES FOR POST -INSTALLED ANCHORS SHALL BE BASED ON THE MANUFACTURER'S RECOMMENDED INSTALLATION TORQUE AS APPROVED IN AN ICC -ES EVALUATION REPORT UNLESS OTHERWISE NOTED. (CONFORM TO REQUIREMENTS OF CBC 2022, SECTION 1910A.5.4).

5. THE TESTING FORCES FOR POST -INSTALLED ADHESIVE ANCHORS SHALL BE BASED ON ONE AND A QUARTER (1¼) TIMES THE

MAXIMUM DESIGN STRENGTH OF ANCHORS AS PROVIDED IN AN APPROVED TEST REPORT USING CRITERIA ADOPTED IN THIS CODE OR DETERMINED IN ACCORDANCE WITH CHAPTER 17 OF ACI 318. TENSION TEST LOAD NEED NOT EXCEED 80 PERCENT OF THE NOMINAL YIELD STRENGTH OF THE ANCHOR ELEMENT (=0.8Asefya). (CONFORM TO REQUIREMENTS OF CBC 2022, SECTION 1910A.5.4)

6. ACCEPTANCE CRITERIA FOR POST INSTALLED ANCHORS SHALL BE BASED ON ICC -ESR OR MANUFACTURER'S WRITTEN INSTRUCTION. FIELD TEST SHALL SATISFY THE MINIMUM REQUIREMENTS PER CBC 2022, SECTION 1910A.5.5

7. SHALL INCLUDE: JOB NAME AND JOB NUMBER, SITE LOCATION AND PLAN NUMBER.

PAGE AND DETAILS, ANY RFI , AND CODE REFERENCES. ALL SPECIAL/DEPUTY INSPECTION REPORTS AND TEST

8. CONCRETE STRENGTH TEST REPORTS SHALL BE SUBMITTED TO THE ENGINEER.

06.30.23 07.28.23

09.01.23 BUILDING PERMIT SUBMITTAL
BUILDING PERMIT SUBMITTAL 02

ISSUED FOR CONSTRUCTION

POWER DRIVEN FASTENERS (LOW VELOCITY)

1. USE HILTI LOW-VELOCITY X-U UNIVERSAL POWDER DRIV EN FASTENERS (ICC ESR-2269) OR APPROVED

EQUAL POWER DRIVEN FASTENERS AND FOLLOW THE MANUFACTURER'S RECOMMENDATIONS FOR ANCHORING SYSTEM UNLESS OTHERWISE NOTED.

2. POWER DRIVEN FASTENERS MAY BE USED FOR SHEAR LOA DS AND THEY MAY BE USED IN TENSION TO SUPPORT LOADS LESS THAN 100 POUNDS FOR MINOR LOADS LIKE ACOUSTICAL CEILINGS, DUCT WORK, CONDUIT, ETC. ANY POWDER DRIVEN FASTENER MUST HAVE ICC APPROVAL FOR THE TYPE OF CONCRETE USED ON THE JOB. POWDER DRIVEN FASTENER MAY NOT BE USED IN CONCRETE CURBS.

3. THE ALLOWABLE LOADS SHALL BE 100 POUNDS OR 80% O F ICC APPROVED VALUES, WHICHEVER IS LESS.

QUALIFICATION FOR USE OF ALL POWER ACTUATED TOOLS MUST MEET ANSI A10.3 STANDARD AS REQUIRED BY THE MANUFACTURER AND ALL OSHA REQUIREMENTS.

4. POWER DRIVEN FASTENERS SHALL NOT BE USED FOR BRA CING WIRES.

5. TESTING - THE OPERATOR, TOOL, AND FASTENER SHALL B E PRE-QUALIFIED BY THE PROJECT INSPECTOR.

HE SHALL OBSERVE THE TESTING OF THE FIRST 10 FASTENER INSTALLATIONS. A TEST "PULL-OUT" LOAD OF

NOT LESS THAN TWICE THE DESIGN LOAD SHALL BE APPLIE D TO THE FASTENERS IN SUCH A MANNER AS NOT TO RESIST THE SPALLING TENDENCY OF THE CONCRETE SURROUNDING THE FASTENERS.

THEREAFTER, RANDOM TESTS UNDER THE PROJECT INSPECTOR'S SUPERVISION SHALL BE MADE OF APPROXIMATELY 1 IN 10 FASTENERS. IF ANY FASTENER FAILS TESTING, TEST ALL FASTENERS OF THE SAME CATEGORY NOT PREVIOUSLY TESTED UNTIL TWENTY (20) CONSECUTIVE PASS, THEN RESUME THE INITIAL TESTING FREQUENCY.

STRUCTURAL OBSERVATION

1. THE OWNER SHALL EMPLOY THE ENGINEER OF RECORD REG ISTERED/LICENSED IN THE STATE OF CALIFORNIA WHO IS RESPONSIBLE FOR THE STRUCTURAL DESIGN, TO DO STRUCTURAL OBSERVATION.

2. THE STRUCTURAL OBSERVATION IS REQUIRED FOR THE ST RUCTURAL SYSTEM IN ACCORDANCE WITH CBC 2019, SECTION 1704. STRUCTURAL OBSERVATION IS THE VISUAL OBSERVATION OF THE ELEMENTS AND

CONNECTIONS OF THE STRUCTURAL SYSTEM AT SIGNIFICANT CONSTRUCTION STAGES AND THE COMPLETE STRUCTURE FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS.

STRUCTURAL OBSERVATION DOES NOT WAIVE THE RESPONSIB ILITY FOR THE INSPECTIONS REQUIRED OF THE PROJECT INSPECTOR, DEPUTY INSPECTOR, SPECIAL INSPECTOR OR CITY INSPECTOR.

3. STRUCTURAL OBSERVER OF RECORD : RAMI ELHASSAN, 39 30

4. THE STRUCTURAL OBSERVER SHALL PERFORM SITE VISITS AT THOSE STEPS IN THE PROGRESS OF THE

CONSTRUCTION THAT ALLOW FOR CORRECTION OF DEFICIENCIES WITHOUT SUBSTANTIAL EFFORT OR UNCOVERING OF THE WORK INVOLVED. AT A MINIMUM, THE FOLLOWING SIGNIFICANT CONSTRUCTION STAGES REQUIRE A SITE VISIT AND AN OBSERVATION REPO RT FROM THE STRUCTURAL OBSERVER.

CONSTRUCTION STAGE ELEMENTS / CONNECTIONS TO BE OBSERVED.

A. EQUIPMENT ANCHORAGE AND PARTITION WAL L BRACING PRIOR TO COVERING WITH FINISH.

5. STRUCTURAL OBSERVATION: ALL STRUCTURAL OBSERVATIO NS SHALL BE DOCUMENTED, AND SHALL BE STAMPED AND SIGNED BY THE STRUCTURAL OBSERVER OF RECORD.

6. OBSERVED DEFICIENCIES: ANY OBSERVED DEFICIENCIES SHALL BE DESCRIBED ON THE FORM; THE

OBSERVER SHALL ALSO INDICATE WHETHER A RE-OBSERVAT ION IS REQUIRED TO VERIFY CORRECTIVE

ACTIONS HAVE BEEN PROPERLY TAKEN OR THAT THE CORRECTIVE ACTIONS ARE DEEMED VERIFIABLE BY THE SPECIAL INSPECTOR OR CITY INSPECTOR PRIOR TO INSPECTION APPROVAL.

REINFORCING STEEL

1. ALL CONCRETE SHALL BE REINFORCED. REINFORCING ST EEL SHALL BE NEW DEFORMED STEEL BARS CONFORMING TO ASTM A615, GRADE 60 UNLESS OTHERWISE NOTED.

2. REINFORCING STEEL SHALL BE ACCURATELY PLACED AND FIRMLY SUPPORTED DURING CONCRETE POUR.

3. COMPLETE REINFORCING STEEL PLACEMENT DRAWINGS SH ALL BE PREPARED IN ACCORDANCE WITH ACI 315 BY THE CONTRACTOR AND REVIEWED BY THE ENGINEER AND SHALL BE AVAILABLE ON THE JOB SITE PRIOR TO THE PLACING OF CONCRETE.

4. ANCHOR BOLTS, DOWELS AND OTHER EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE BEFORE CONCRETE IS PLACED.

5. NO HEATING SHALL BE ALLOWED FOR BENDING OF REINFO RCING STEEL UNLESS APPROVED BY THE ENGINEER.

6. ALL REINFORCING STEEL INTERRUPTED BY STRUCTURAL S TEEL SHALL TERMINATE WITHIN 1" OF STEEL SURFACE WITH A 90° STANDARD HOOK UNLESS OTHERWISE N OTED.

7. ALL REINFORCING STEEL BENDS SHALL BE MADE COLD. R E-BENDING OR PREVIOUSLY BENT REINFORCING IS NOT PERMITTED.

STEEL STUDS, JOISTS AND ACCESSORIES

1. STEEL STUDS, JOISTS AND ACCESSORIES SHALL BE MAN UFACTURED BY MEMBERS OF THE SUPREME STEEL FRAMING SYSTEM ASSOCIATION (SSFSA) (IAPMO ER-313) OR APPROVED EQUAL WITH CURRENT ICC ES OR IAPMO EVALUATION REPORT, U.N.O..

2. STEEL STUDS, JOISTS AND ACCESSORIES SHALL BE FOR MED FROM STEEL WITH A MINIMUM YIELD STRESS OF 50 KSI FOR 16 GAUGE AND HEAVIER ITEMS, OR 33 KSI FOR 18 GAUGE AND LIGHTER ITEMS.

3. STEEL STUDS, JOISTS AND ACCESSORIES SHALL BE GAL VANIZED IN ACCORDANCE WITH ASTM A653, G60, UNLESS OTHERWISE NOTED.

4. ALL WELDS OF GALVANIZED STEEL STUDS, JOISTS AND ACCESSORIES SHALL BE TOUCHED UP WITH A ZINC- RICH PAINT.

5. SELF-DRILLING/SELF-TAPPING SHEET METAL SCREWS (S MS) SHALL BE HILTI SELF-DRILLING SCREWS MANUFACTURED BY HILTI, INC. (ICC-ESR-2196), OR APPROVED EQUAL. SMS SHALL BE #10 MINIMUM AND SHALL PROTRUDE THROUGH THE ATTACHED MEMBERS THREE FULL THREADS, (1/4" MIMIMUM), BEYOND THE BACKSIDE OF THE ATTACHED MEMBERS . SPACING AND EDGE DISTANCE NOT LESS THAN 3 x d (d = NOMINAL SCREW DIAMETER).

6. PENETRATION OF SCREWS THROUGH JOINED MATERIALS S HALL NOT BE LESS THAN 3 EXPOSED THREADS.

SCREWS SHALL BE INSTALLED AND TIGHTENED IN ACCORDANCE WITH SCREW MANUFACTURER'S RECOMMENDATIONS.

7. SHEET METAL WELDING SHALL BE PERFORMED IN ACCORD ANCE WITH AWS D1.3. ELECTRODES SHALL CONFORM TO AWS A5.1 OR A5.5 AND TABLE 5.2 OF AWS D1 .3.

STUD AND JOIST PROPERTIES SHALL BE AS FOLLOWS:

GAUGE YIELD STRESS SIZE DESCRIPTION Sxe (IN.3) Ixe (IN.4 ) 18 33 KSI 4 400S162-43 0.417 0.892
18 33 KSI 6 600S162-43 0.767 2.316
16 50 KSI 6 600S162-54 0.916 2.860
TRACK PROPERTIES SHALL BE AS FOLLOWS:

GAUGE YIELD STRESS SIZE DESCRIPTION Sxe (IN.3) Ixe (IN.4 ) 18 33 KSI 6 600T200-43 0.565 2.076
16 50 KSI 6 600T200-54 0.717 2.641

EXPANSION BOLTS IN CRACKED AND UNCRACKED CONCRETE

ACCEPTABLE PRODUCTS
HILTI - KWIK BOLT TZ2
SIMPSON - STRONG-BOLT 2

BOLT DIAMETER
3/8" 2 1/2" 30
1/2" 60
5/8" 90
3/4" 150
4 1/2"
5"

AN EQUIVALENT PRODUCT ACCEPTABLE TO ENGINEER

ICC-ES EVALUATION REPORT
ESR-4266
ESR-3037
HILTI KWIK BOLT TZ2
BOLT DIAMETER EFFECTIVE MIN. DEPTH
(U.N.O.)

INSTALLATION TORQUE
(FT-LB)*
3/8" 2" 30
1/2" 50
5/8" 40
3/4" 110
4"
4 3/4"
SIMPSON STRONG-TIE STRONG-BOLT 2
3 1/4"
3 3/8"
EFFECTIVE MIN. DEPTH
(U.N.O.)

POST-INSTALLED ANCHORAGE INTO CONCRETE

1. ANCHORAGE SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS, AND SHALL COMPLY WITH ACI 318 CHAPTER 17 AND CBC.

2. THE CONTRACTOR SHALL PREPARE A WRITTEN PROCEDURE PRIOR TO CONSTRUCTION FOR AN

INSTALLATION METHOD TO AVOID DRILLING INTO OR CONTACTING IN ANY WAY REINFORCING STEEL AND OTHER EMBEDDED ITEMS. APPROVED METHODS COULD INCLUDE PLASTIC MARKINGS FORMED INTO THE

CONCRETE SURFACE, OR USE OF GROUND PENETRATING RADAR EQUIPMENT SUCH AS HILTI FERROSCAN PS300. ANCHORS SHALL CLEAR EXISTING REBAR BY 1" MIN.

3. CONFORM WITH ICC RECOMMENDED VALUES FOR ANCHOR S PACING AND EDGE DISTANCE TO DEVELOP FULL (100%) ALLOWABLE TENSION/SHEAR LOADS LISTED IN ICC REPORTS. DO NOT USE REDUCED SPACING AND EDGE DISTANCE UNLESS SPECIFICALLY NOTED OTHERWISE BY THE DETAILS.

4. ANCHORS SHALL BE INSTALLED ACCORDING TO THE ANCH ORING SYSTEM'S SPECIFICATIONS. DO NOT DAMAGE REINFORCING STEEL OR OTHER EMBEDDED ITEMS. FILL UNUSED HOLES WITH NON-SHRINK GROUT.

5. DRILLED HOLE SHALL BE CLEANED WITH A BRUSH AND C LEAN COMPRESSED AIR IN COMPLIANCE WITH ICC ESR REQUIREMENTS.

6. CONTRACTOR SHALL DETERMINE LOCATION OF EXISTING REINFORCING STEEL PRIOR TO DRILLING FOR ANCHORS, AND DRILL THE ANCHOR HOLES TO CLEAR THE REINFORCING STEEL PER THESE NOTES. NO REINFORCING STEEL SHALL BE NICKED, CUT OR DAMAGED IN ANY WAY. DAMAGED REINFORCING WILL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST. IF THE LOCATION OF ANCHORS MUST BE

MOVED SLIGHTLY TO ACCOMMODATE THE LOCATION OF EXISTING REINFORCING STEEL, THE CONTRACTOR

SHALL PREPARED A SLIGHTLY MODIFIED DESIGN OF THE ITEM TO BE ANCHORED AND SUBMIT TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. THE MODIFIED DESIGN SUGGESTED BY THE

CONTRACTOR SHALL INVOLVE THE ABSOLUTE MINIMUM RELOCATION OF ANCHORS TO MEET THE DETAILS

AND REQUIREMENTS HEREIN, AND SHALL BE BASED ON A TEMPLATE BY THE CONTRACTOR WHICH ACCURATELY PORTRAYS THE POSITION OF THE ANCHORS.

7. WHILE ANCHORING STEEL MEMBERS AGAINST CONCRETE, PROVIDE LOCK-WASHER AND NUT AT EACH ANCHOR ROD.

8. TEST POST-INSTALLED ANCHORS IN CONCRETE PER CBC. TENSION-TEST BOLTS TO TWICE THE ALLOWABLE TENSION VALUE LISTED IN THE APPLICABLE ICC REPORT FOR BOLTS OF THE SAME DIAMETER. TEST 100- PERCENT OF BOLTS USED FOR STRUCTURAL APPLICATIONS. TEST 50-PERCENT OF BOLTS USED FOR NON-

STRUCTURAL APPLICATIONS SUCH AS EQUIPMENT ANCHORAGE, INCLUDING HALF OF THE BOLTS IN EACH GROUP. TEST 10-PERCENT OF BOLTS USED FOR SILL-PLATE BOLTING APPLICATIONS.

9. ALL BOLTS AND ANCHORS (INCLUDING NUTS AND WASHER S) EXPOSED TO WEATHER SHALL BE STAINLESS STEEL.

10. THE EMBEDMENT DEPTH OF POST-INSTALLED ANCHORS S PECIFIED IN THE INDIVIDUAL DRAWING DETAILS SHALL GOVERN OVER THE MINIMUM EMBEDMENTS SHOWN IN THE TABLES ABOVE. WHERE THE INDIVIDUAL

DRAWING DETAIL SPECIFIES A CERTAIN PRODUCT AND THE CONTRACTOR WISHES TO USE AN ACCEPTABLE

ALTERNATIVE PRODUCT, THE EMBEDMENT DEPTH FOR THAT ALTERNATIVE PRODUCT SHALL BE INCREASED

AS REQUIRED BEYOND THE EMBEDMENT DEPTH SHOWN FOR THE SPECIFIED PRODUCT IN ORDER TO

ACHIEVE THE SAME CAPACITIES IN SHEAR AND TENSION AS PUBLISHED IN THE ICC-ESR REPORT FOR THE PRODUCT AND EMBEDMENT DEPTH SPECIFIED IN THE DETAIL. IF THE EMBEDMENT DEPTH OF THE

ALTERNATIVE PRODUCT MUST BE INCREASED TO MATCH THE CAPACITIES OF THE PRODUCT SPECIFIED IN

THE DETAIL, THE LIMITATION ON CONCRETE THICKNESS SPECIFIED IN THE ICC-ESR REPORT FOR THE ALTERNATIVE PRODUCT MAY NOT BE VIOLATED. THE EMBEDMENT DEPTH FOR THE ALTERNATIVE PRODUCT MAY NOT BE LESSENED BELOW THE VALUE SHOWN IN THE DE TAIL.

INSTALLATION TORQUE
(FT-LB)*
* ANCHORS MUST ATTAIN SPECIFIED TORQUE WITHIN 1/2 TURN OF THE NUT.

INSTALLATION TORQUE APPLIES TO CARBON STEEL ANCHORS. REFER TO ICC

REPORT FOR INSTALLATION TORQUE REQUIRED FOR STAINLESS STEEL ANCHORS.
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION CARLSBAD EOC WING RENOVATION
12" = 1'-0"
S002 GENERAL NOTES
DM

MM ISSUED FOR CONSTRUCTION

09.01.23 2560 ORION WAY
CARLSBAD, CA 92010
DATE SIGNED:

NAS
NGI
ALONSI

EL ERP O EF
M. TRE
DE
S
EER
S
RGE
I
No. 3930
S NAH
AMI
R

LRAUTCRTS
U IA
ORFIAL
NTE OF
S AT
C
07 -28 -2023

06.30.23 07.28.23

09.01.23 BUILDING PERMIT SUBMITTAL
BUILDING PERMIT SUBMITTAL 02

ISSUED FOR CONSTRUCTION
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION CARLSBAD EOC WING RENOVATION
As indicated
S101 TYPICAL DETAILS
DM

MM ISSUED FOR CONSTRUCTION

09.01.23 2560 ORION WAY
CARLSBAD, CA 92010
DATE SIGNED:

NAS
NGI
ALONSI

EL ERP O EF
M. TRE
DE
S
EER
S
RGE
I
No. 3930
S NAH
AMI
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LRAUTCRTS
U IA
ORFIAL
NTE OF
S AT
C
07 -28 -2023
(E) W BM.

06.30.23 07.28.23

09.01.23 BUILDING PERMIT SUBMITTAL
BUILDING PERMIT SUBMITTAL 02

ISSUED FOR CONSTRUCTION

06.30.23 07.28.23

09.01.23 BUILDING PERMIT SUBMITTAL
BUILDING PERMIT SUBMITTAL 02

ISSUED FOR CONSTRUCTION
NOTES:

1. SEE ARCH. DWGS. FOR ALL DIMENSIONS NOT SHOWN.

2. SEE MECH. DWGS. FOR EXACT LOCATION OF DUCT OPENI NGS.

3. REMOVE (E) FURRING, (E) DECORATION, (E) ROOFING, (E) CEILING, (E) EQUIPMENT, (E) FIXTURES, (E) UTILITIES, (E) CONDUITS, (E) PIPING & (E) ARCH. ITEMS WHERE NECESSARY FOR NEW CONSTRUCTION. THEN INSTALL NEW FINISHES PER ARCH.

DWGS.

4. MODIFY, REROUTE OR RELOCATE (E) EQUIPMENT, (E) F IXTURES, (E) UTILITIES, (E)

CONDUITS & (E) PIPING WHERE NECESSARY TO ACCOMMODATE NEW CONSTRUCTION (AVOIDING INTERFERENCE).

5. SEE 'AS-BUILT CONDITIONS NOTES' ON S001-GENERAL NOTES.

LEGEND:

INDICATES EXISTING CONCRETE FOOTING & HSS STEEL COLUMN

INDICATES EXISTING GRADE BEAM
1'-0" INDICATES ELEVATION REFERENCE

INDICATES (E) HSS VERTICAL BRACE UP TO LEVEL ABOVE
(E) HSS COL.

J
H
G
10 11 12 13
K
L
14 15 16
K.8
(E) HSS6x6x3/16
TYP. U.N.O.
(E) HSS4x3x1/4
(E) HSS4x4x1/4 TYP.
(E) HSS4x4x1/4 TYP.
(E) 4" SLAB ON GRADE
12' - 0" ± 12' - 0" ± 12' - 0" ± 4' - 0" ± 28' - 0" ± 28' - 0" ± 4' - 0" ± 24' - 0" ± 20' - 0" ± 40' - 0" ±
/- ---
/

MATCH LINE
- ---
8' - 6" ±

CABLE TRENCH PER
TECHNOLOGY DWGS., TYP.

EQUIPMENT RACKS PER

TECHNOLOGY DWGS,
SEE 1/S501 FOR ANCHORAGE
5 S501
6 S501
6 S501
6 S501
1 S501.1
1 S501.1
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION CARLSBAD EOC WING RENOVATION
As indicated
S201.1 FOUNDATION PLAN - EOC WING
JE
MM BUILDING PERMIT SUBMITTAL 02

09.01.23 2560 ORION WAY
CARLSBAD, CA 92010
DATE SIGNED:

NAS
NGI
ALONSI

EL ERP O EF
M. TRE
DE
S
EER
S
RGE
I
No. 3930
S NAH
AMI
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LRAUTCRTS
U IA
ORFIAL
NTE OF
S AT
C
07 -28 -2023
1/4" = 1'-0" 2FOUNDATION PLAN - EOC WING

06.30.23 07.28.23

09.01.23 BUILDING PERMIT SUBMITTAL
BUILDING PERMIT SUBMITTAL 02

ISSUED FOR CONSTRUCTION
J
H
G
10 11 12 13
K
L
14 15 16
(E) W12X19 (E) W12X19 (E) W12X19
(E) W10X12 (E) W14X22 (E) W14X22 (E) W14X22
(E) W14X22 (E) W14X22
(E) W14X22 (E) W14X22 (E) W14X22
(E) W10X12
(E) W14X30
(E) W24X55 (E) W24X55
(E) W16X31
(E) W24X62
(E) W24X62 (E) W24X62
(E) W16X31
(E) W12X19
(E) W12X19 (E) W12X19 (E) W12X19
(E) W12X19
(E) W12X19 (E) W12X19 (E) W12X19
(E) W12X19
(E) W16X26
(E) W16X26
(E) W14X26
(E) W14X22 (E) W14X22 (E) W14X22
(E) W14X22 (E) W14X22 (E) W14X30
(E) W14X30 (E) W14X22 (E) W14X22
(E) W14X22 (E) W14X22
(E) W10X12
(E) W10X12
(E) W10X12
(E) W14X22 (E) W14X22
(E) W14X30
(E) W14X30
(E) W14X30
(E) W14X26
(E) W14X26
(E) W14X22 (E) W14X22
(E) W12X19 (E) W12X19
(E) W12X19
(E) W12X14
(E) W12X14
(E) W12X14
(E) W12X14
(E) W12X14
(E) W12X14
(E) W12X14
(E) W12X14
(E) W12X14
(E) W12X14
(E) W12X14
(E) W12X14
(E) W10X12 (E) W10X12
(E) W14X22 (E) W14X22 (E) W14X22 (E) W14X22 BELOW
(E) W14X22 (E) W14X22 (E) W14X22 (E) W14X22
BENT
BENT

BENT ABOVE
12' - 0" ± 12' - 0" ± 12' - 0" ± 4' - 0" ± 28' - 0" ± 28' - 0" ± 4' - 0" ± 24' - 0" ± 20' - 0" ± 40' - 0" ±
RIDGE
RIDGE
VALLEY
(E) L4X
4X1/4
(E) L4X4X1/4
(E) L3X3X3/16
(E) L3X3X3/16

BELOW BELOW BELOW
(E) W14X22 BELOW (E) W14X22 BELOW
BENT
(E) 20 GAGE METAL DECK
W/ 1-1/2" DEEP FLUTES
(E) 20 GAGE METAL DECK
W/ 1-1/2" DEEP FLUTES
K.8
(E) L4x4x1/4
(E) L4x4x1/4
(E) W6X9
W8X10 W8X10
(E) W8X10
(E) W8X10
(E) W8X10
(E) W8X10
(E) W8X10
(E) W8X10
1 S501.1
1 S501.1
1 S501.1
1 S501.1
1 S501.1
1 S501.1
W8X10
W8X10

EQUIPMENT PER
MECH. DWGS.
9 S101 TYP.

NOTES:

1. SEE ARCH. DWGS. FOR ALL DIMENSIONS NOT SHOWN.

2. SEE ARCH. AND MEP. DWGS. FOR EXACT LOCATION OF EQUIPMENT AND DUCT OPENINGS.

3. REMOVE (E) FURRING, (E) DECORATION, (E) ROOFING, (E) CEILING, (E) EQUIPMENT, (E) FIXTURES, (E) UTILITIES, (E) CONDUITS, (E) PIPING & (E) ARCH.

ITEMS WHERE NECESSARY FOR NEW CONSTRUCTION. THEN INSTALL NEW FINISHES PER ARCH. DWGS.

4. MODIFY, REROUTE OR RELOCATE (E) EQUIPMENT, (E) FIXTURES, (E) UTILITIES, (E) CONDUITS & (E) PIPING WHERE NECESSARY TO ACCOMMODATE NEW CONSTRUCTION (AVOIDING INTERFERENCE).

5. SEE 'AS -BUILT CONDITIONS NOTES' ON S001 -GENERAL NOTES.

LEGEND:

INDICATES (E) HSS VERTICAL BRACE UP TO LEVEL ABOVE, TYP. U.N.O.

INDICATES (E) HSS VERTICAL BRACE DOWN TO LEVEL BELOW, TYP. U.N.O -
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION CARLSBAD EOC WING RENOVATION
1/4" = 1'-0"
S204.1 ROOF FRAMING PLAN - EOC WING
JE

MM ISSUED FOR CONSTRUCTION

09.01.23 2560 ORION WAY
CARLSBAD, CA 92010
1/4" = 1'-0" 1ROOF FRAMING PLAN - EOC WING
DATE SIGNED:

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06.30.23 07.28.23

09.01.23 BUILDING PERMIT SUBMITTAL
BUILDING PERMIT SUBMITTAL 02

ISSUED FOR CONSTRUCTION
IT RACK PER TECHNOLOGY DWGS.

MAX. WT. = 5,000 LBS
(RACK + CONTENTS)
(3) 1/2" ⌀ HILTI KB -TZ2 TYP.

EA. SIDE W/ 2 1/2" NOMINAL
EMBED. (ICC ESR -4266)
(E) S.O.G.

ELEVATION
ANCHORAGE AT S.O.G.

PLAN A -A
A A

IT RACK PER
TECHNOLOGY DWGS.
(2) ROWS OF 4 -#12 SMS
(9 TOTAL) TYP.

L5x4x1/4 (LLV), TYP
4" MIN. TYP
1/2" MIN
1" MIN
1/2" MIN
EQ EQ
EQ EQ
TYP.
1 1/2"
~
MAX. WT. MOUNTING
BRACKET & MONITOR=350 LBS

TV MONITOR PER

TECHNOLOGY DWGS

PROVIDE BACKING PER
ARCH. DWGS.

SECTION
MAX.
4 "

ELEVATION

CL OF SCREWS

AND BACKING TRACK
4 1/4"Ø SMS THROUGH

MOUNTING PLATE
(MIN. 4 TOTAL)
(1) LAYER OF GYP. BOARD

PER ARCH
12" MIN. C.G.

HILTI RE -500 (ICC
ESR -3814) TYP.
#4x24" @ 16" O.C.

TYP.
4" (E) CONC.

S.O.G.
4" MAX. TYP
#3 @ 16" O.C.

ELECTRICAL RACEWAY PER
TECNOLOGY DWGS.

SAW CUT
VAPOR BARRIER PER ARCH.

COMPACT SOIL PER
GEOTECH. REPORT
#4 @ 16" O.C.

EA. WAY
CONC. S.O.G.

TO MATCH (E)
2 MAX.
1 4" EMBED. TYP
4"
.

PER TECNOLOGY
REQ'MTS.

EQ EQ
1 1/2" CLR. MIN. TYP
HILTI E -500 (ICC
ESR -3814) TYP.
#4x24" @ 16" O.C. TYP.
4" (E) CONC.

S.O.G.
4" MIN. TYP

ELECTRICAL RACEWAY PER
TECNOLOGY DWGS.

SAW CUT
VAPOR BARRIER PER ARCH.

COMPACT SOIL PER
GEOTECH. REPORT
#4 @ 16" O.C.

EA. WAY
CONC. S.O.G.

TO MATCH (E)
1 MAX.
1 4"
EQ EQ
1 1/2" CLR. MIN. TYP
4" EMBED. TYP
(E) STEEL BEAM
16GA. UNPUNCHED
TRACK CONT.
#8 SMS T&B TYP.

EA. FLANGE
4" x 18GA. "C" STUD @ 48" O.C.,
CONNECT TO DECK ABOVE PER 9/A801
(4) #10 SMS
FIN. CLG.
1/8 1 1/2 -16
600S162 -43 @16"O.C.
16 GA. UNPUNCHED
TRACK CONT.

MAX.
9"
STOREFRONT PER ARCH.
5'-0" MAX.
(E) 20 GA. ROOF DECK
(E) STEEL BEAM
16GA. UNPUNCHED
TRACK CONT.
4" x 18 GA. "C" STUD @ 48" O.C.,
CONNECT TO DECK ABOVE PER 9/A801
(4) #10 SMS
LOWER FIN. CLG. PER ARCH
600S162 -43 @16"O.C.
16 GA. UNPUNCHED
TRACK CONT.
3'-6" MAX.

STOREFRONT PER ARCH.
11'-6" MAX.
(E) 20 GA. ROOF DECK
1/8
1/8
~
MAX.
9 "
UPPER FIN.

CLG. PER ARCH
#10 SMS T&B AT EA. STUD,
BOTH SIDES, TYP.
#8 SMS T&B
TYP. EA. FLANGE
600S162 -43 STUDS
AT 16" O.C.
16 GA. UNPUNCHED
TRACK CONT.

STOREFRONT PER ARCH.
600T200 -54
W/ #10 SMS TO EA.

STUD FLANGE,
TYP. BOTH SIDES
3' - 0" MAX.
600T200 -54 W/ #10 SMS TO EA.

STUD FLANGE, TYP. BOTH SIDES
CLARK DIETRICH MC975P

MOMENT CLIP AND

STIFFENING PLATE
W/ 6 -#10 SMS AT EA. STUD,

OR APPROVED EQUAL
1/2"Ø HILTI KB -TZ2
W/ 2 -1/2" NOMINAL
EMBED. (ICC ESR -4266)
(E) S.O.G.
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION CARLSBAD EOC WING RENOVATION
As indicated
S501 EQUIPMENT ANCHORAGE DETAILS
JE

MM ISSUED FOR CONSTRUCTION

09.01.23 2560 ORION WAY
CARLSBAD, CA 92010
DATE SIGNED:

NAS
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07 -28 -2023
NO SCALE 1IT RACK ANCHORAGE
NO SCALE 3WALL MOUNTED TV MONITOR ANCHORAGE
1" = 1'-0" 5DATA TRENCH DETAIL
NO SCALE 6DATA TRENCH DETAIL
NO SCALE 11 STOREFRONT ALIGNED WITH BEAM BRACING DETAIL NO SCALE 9STOREFRONT PERPENDICULAR TO BEAM BRACING NO SCALE 13 DETAIL

06.30.23 07.28.23

09.01.23 BUILDING PERMIT SUBMITTAL
BUILDING PERMIT SUBMITTAL 02

ISSUED FOR CONSTRUCTION
#10 SMS TO TRACK,
TYP
NOTES:

1. CONTRACTOR TO REMOVE AND REPLACE INSULATION AS REQUIRED.

2. SEE ARCH. DWGS. FOR WINDOW INFORMATION.
(E) BACKING TRACK,

WHERE OCCURS
(E) 16 GA. BACKING STUDS
AT 16" O.C. TYP, V.I.F. 16 GAx2"x2" BENT PL W/
#10 SMS TO EA LEG, TYP

CUT TRACK AND EXTEND INTERIOR
FLANGE TO EDGE OF PANEL, TYP EA. SIDE.

PROVIDE #10 SMS TO EA. VERTICAL STUD

CUT AND BEND VERTICAL

TRACK WEB, TYP

EDGE OF NEW OPENING

CUT IN PRECAST PANEL
600T150 -54,

CUT TRACK AND EXTEND INTERIOR

FLANGE OVER TRACK AT TOP &

BOTTOM, BEND TO FIT BEHIND (E)

BACKING TRACK WHERE OCCURS
B
B
16 GA. TRACK

EXTERIOR FACE OF
(E) PRECAST PANEL
(E) 16 GA.

BACKING STUDS
B-B
~
(E) FDN.

INTERIOR ELEVATION
(E) PRECAST PANEL ABOVE (E) 1/4" THK. STL. PL. WELDED TO PANEL BACKING STUDS WHERE OCCUR.

CUT (E) PLATES AS REQ'D TO FORM OPENING.
(E) 5/8" ⌀ THREADED ROD

ANCHOR, CENTERED
BETWEEN STUDS, TYP.
(E) 1/4" STL. PLATES
WELDED TO STUDS, TYP. 28"+/-, TYP.
9' - 0" V.I.F.

V.I.F.
12' - 0"
TYP.
1' - 4" +/-
WINDOW OPENING PER ARCH TYP.
1'-0" MAX.

TYP.
1'-0" MAX.

PER ARCH. DWGS.

PER ARCH. DWGS.
~
PROVIDE (2) 1/4"x4" LONG THK. STL. PL.

BETWEEN TOP TRACK OF BOTTOM

PANEL AND BOTTOM TRACK OF TOP
PANEL EA. SIDE OF NEW OPENING. (E)

PLATES OUTSIDE OF NEW OPENING
DIMENSIONS MAY REMAIN.
1/8 TYP.
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION CARLSBAD EOC WING RENOVATION
As indicated
S501.1 DETAILS
Author
Checker ISSUED FOR CONSTRUCTION

09.01.23 2560 ORION WAY
CARLSBAD, CA 92010
1 1/2" = 1'-0" 4CUT EDGES OF PRECAST PANELS
1" = 1'-0" 1WINDOW OPENING AT FACADE PRECAST PANEL
DATE SIGNED:

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No. 3930
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07 -28 -2023
NOTE: NEW CONNECTION PLATES TO PRECAST PANEL ABOVE SHALL BE INSTALLED PRIOR TO CUTTING EXISTING CONNECTION PLATES.

NOTE: NEW CONNECTION PLATES TO PRECAST PANEL ABOVE PER 1/ - SHALL BE INSTALLED PRIOR TO CUTTING NEW WINDOW OPENING.

06.30.23 07.28.23

09.01.23 BUILDING PERMIT SUBMITTAL
BUILDING PERMIT SUBMITTAL 02

ISSUED FOR CONSTRUCTION
U
D
COMPLIANCE WITH SECTION 1613A OF THE 2022 INTERNATIONAL BUILDING CODE (2022 CALIFORNIA BUILDING CODE) EXEMPTED FROM PLAN REVIEW BY 2022 CBC SECTIONS 1616A.1.18. THE SUPPORTS AND ATTACHMENTS DETAILS DETAILED ON CONSTRUCTION DOCUMENTS, EXCEPT THOSE EXEMPT BY THE 2022 CBC SECTION 1616A.1.18.

ABOVE REQUIREMENTS ARE ENFORCED. (2022 CBC SECTIONS 107 AND 1616A) (2022 CAC SECTIONS 7-115, 7-126, AND CBC 2022 SECTION 107) 2022 SECTION 1616A.

2. SEISMIC DESIGN FORCES (FP) ARE IN ACCORDANCE WITH THE CBC 2022 (2022 CAC SECTIONS 7-115, 7-126, 7-153, AND CBC 2022 SECTION 107) 2022 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE, (TITLE 24 PART 1) 2022 CALIFORNIA BUILDING CODE (CBC), (TITLE 24 PART 2)
2022 CALIFORNIA ELECTRICAL CODE (CEC), (TITLE 24 PART 3) 2022 CALIFORNIA MECHANICAL CODE (CMC), (TITLE 24 PART4) 2022 CALIFORNIA PLUMBING CODE (CPC), (TITLE 24 PART 5)
2022 CALIFORNIA ENERGY CODE, (TITLE 24 PART 6)
2022 CALIFORNIA FIRE CODE (TITLE 24 PART 9)
2022 CALIFORNIA GREEN BUILDING CODE (CGBC), (TITLE 24 11)

ANY OTHER LOCAL AND STATE LAWS AND REGULATIONS
CD-2
200
10x6 WR
150
12x6 WD
150
RG-1
300
D
UP
FD
SD
TV
LRB-2
200
LDA-1
100
BDD
300
EG-1
RL
RS
PCWS
CHWR
D
HHWS
HHWR
CHWS
CD
MD
FS

DROP IN DUCTWORK

RETURN AND EXHAUST AIR

SUPPLY AIR

CEILING SUPPLY, TYPE

FLOW (CFM)
(IN DIRECTION OF AIR FLOW)

FIRE DAMPER AND ACCESS DOOR

COMBINATION FIRE AND SMOKE DAMPER

RISE IN DUCTWORK

TERMINAL AIR UNIT W/ REHEAT COIL

SMOKE DAMPER

MOTORIZED DAMPER
(IN DIRECTION OF AIR FLOW)

DUCT FLEXIBLE CONNECTION

BACK DRAFT DAMPER

DUCT FITTING

RADIUS ELBOW

DUCT TRANSITION

OUTSIDE AIR DUCT

VANED ELBOW
(SUPPLY AIR OR FAN DISCHARGE)

DUCT UNDER POSITIVE PRESSURE

DUCT UNDER NEGATIVE PRESSURE

DUCTWORK WITH ACOUSTIC LINING

EXHAUST DUCT

RETURN DUCT

SINGLE LINE DUCTWORK, NEW

EXISTING DUCT/PIPING TO REMAIN

EXISTING EQUIPMENT TO REMAIN
(TO MATCH ACTIVE.)

BLANK-OFF LINEAR DIFFUSER
4FT ACTIVE LENGTH, 2 SLOT,

LINEAR RETURN OR EXHAUST,
200 CFM TOTAL

SYMBOL DESCRIPTION

AIR SYSTEM SYMBOLS

EXISTING EQUIPMENT TO BE REMOVED

EXISTING DUCT/PIPING TO BE REMOVED

NEW PIPE WITH DIRECTION OF FLOW

PIPE RISE

PIPE DROP

CONCENTRIC REDUCER

FLANGED CONNECTION

PITCH DOWN IN DIRECTION OF FLOW

PITCH UP IN DIRECTION OF FLOW

PIPE IN UNDERGROUND CONDUIT

EXPANSION LOOP

BALL JOINT

PIPE EXPANSION JOINT

GATE VALVE

PIPE ANCHOR

ANGLE GATE VALVE

PIPE ALIGNMENT GUIDE

ANGLE VALVE

DEAD END, SCREWED CAP

CHECK VALVE
UNION

MANUAL AIR VENT

TEST PLUG

THERMOMETER AND WELL

PRESSURE GAUGE

VIBRATION ISOLATOR IN HANGER

PRIMARY CHILLED WATER SUPPLY

REFRIGERANT SUCTION

REFRIGERANT LIQUID

THREE-WAY AUTOMATIC

TWO-WAY AUTOMATIC
"Y" TYPE STRAINER

SAFETY VALVE

AUTOMATIC AIR VENT

VACUUM BREAKER

PRESSURE REDUCING VALVE

PLUG VALVE

PUMP OR FAN

CHILLED WATER RETURN

CHILLED WATER SUPPLY

CONDENSATE DRAIN
DRAIN

HEATING HOT WATER RETURN

HEATING HOT WATER SUPPLY

WATER SYSTEM SYMBOLS

SYMBOL DESCRIPTION

MANUAL VOLUME DAMPER

ECCENTRIC REDUCER

CONTROL VALVE

WITH NEEDLE VALVE

CONTROL VALVE

CEILING RETURN, TYPE

FLOW (CFM)

CEILING EXHAUST, TYPE

FLOW (CFM)

SIDE WALL SUPPLY, TYPE, SIZE

FLOW (CFM)

SIDE WALL EXHAUST OR RETURN , TYPE, SIZE

FLOW (CFM)

LINEAR SUPPLY, TYPE, SIZE

FLOW (CFM)

GENERAL NOTES MECHANICAL SYMBOLS

ABBREVIATIONS

SHEET INDEX SEISMIC BRACING

CALGREEN BUILDING STANDARD NOTES
POINT OF DISCONNECT P.O.D.

POINT OF CONNECTION P.O.C.

A. GENERAL:

1. SCOPE OF WORK INCLUDES WORK SHOWN ON THE DRAWINGS AND DESCRIBED IN THE SPECIFICATIONS, WHETHER SHOWN ON THE DRAWINGS OR NOT. DRAWINGS AND SPECIFICATIONS ARE INTENDED TO COVER THE ENTIRE INSTALLATION OF A COMPLETE AND FUNCTIONAL SYSTEM TO OPERATE AS DESCRIBED.

2. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED WORK. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION MEANS AND METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES.

3. THESE DRAWINGS ARE DIAGRAMMATIC. ALL TURNS, BENDS, AND ELEVATION CHANGES ARE NOT SHOWN ON THESE DRAWINGS.

THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY OF COORDINATION WITH VARIOUS TRADES AND INCLUDE ALL TURNS, BENDS, ADDITIONAL LENGTHS OF DUCTS, AND TRANSITIONS WITHOUT ADDITIONAL COST TO THE OWNER.

4. THE CONTRACTOR MUST EXAMINE ALL CONSTRAINTS AND THE AVAILABLE SPACE AT THE SITE THAT MAY REQUIRE CUSTOM FABRICATION. DISASSEMBLY AND RE-ASSEMBLY OF CERTAIN EQUIPMENT AT THE FINAL LOCATION OF THE JOB SITE. NO CHANGE ORDER WILL BE GRANTED TO MECHANICAL CONTRACTOR AFTER COMMENCING WORK DUE TO EXISTING CONDITION.

5. PROTECT ALL MATERIALS INCLUDING DUCTS AND PIPES FROM DUST AND DEBRIS AND KEEP OPEN END OF PIPES AND DUCTS COVERED AT ALL TIMES UNTIL READY FOR INSTALLATION OF NEXT SEGMENT OF WORK.

6. WORK DAMAGED OR CUT INTO DURING CONSTRUCTION SHALL BE PATCHED, REPAIRED, PAINTED AND FINISHED TO MATCH EXISTING ADJACENT SURFACES IN TEXTURE, COLOR, AND FINISH.

7. ALL MECHANICAL EQUIPMENT, MATERIALS, AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST CALIFORNIA MECHANICAL CODE.

8. ALL INSULATION SHALL COMPLY WITH THE REQUIREMENTS OF TITLE 24 CALIFORNIA CODE OF REGULATIONS IN ADDITION TO THE REQUIREMENTS OF SPECIFICATIONS.

9. INSTALL EQUIPMENT IN ACCESSIBLE LOCATION AND PROVIDE ADEQUATE SERVICE CLEARANCE FOR NORMAL MAINTENANCE WITHOUT REQUIRING REMOVAL OF ARCHITECTURAL, ELECTRICAL OR STRUCTURAL ELEMENTS.

10. FOR EQUIPMENT LOCATED ABOVE CEILING, INSTALL SUCH EQUIPMENT CLOSE ENOUGH TO THE CEILING ELEVATION TO FACILITATE READY ACCESS FOR MAINTENANCE AND SERVICING.

11. CUTTING, BORING, SAWCUTTING OR DRILLING THROUGH STRUCTURAL ELEMENTS TO BE DONE ONLY WHEN SO DETAILED ON THE DRAWINGS OR ACCEPTED BY THE STRUCTURAL ENGINEER.

12. VERIFY ELECTRICAL CHARACTERISTICS PRIOR TO BID AND MATERIAL PURCHASE.

13. COORDINATE TEMPERATURE SENSOR AND THERMOSTAT LOCATION WITH FLOOR PLANS AND ELEVATION WITH LIGHT SWITCH/FIRE ALARM DEVICES. TEMPERATURE SENSOR AND THERMOSTAT ELEVATION SHALL BE SAME ELEVATION AS LIGHT SWITCH/FIRE ALARM DEVICES.

B. DUCTWORK:

1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS FOR DUCTS, GRILLES, DAMPERS, ETC. ARE IN INCHES.

2. MATERIAL EXPOSED WITHIN A DUCT OR PLENUM SHALL COMPLY WITH SECTION 602, CMC.

3. DUCT PRESSURE CLASS BETWEEN AIR HANDLING UNITS AND THE INLET TO AIR TERMINAL UNITS SHALL BE BASED ON THE TOTAL

STATIC PRESSURE OF THE CORRESPONDING AIR HANDLING UNIT AND SUCH DUCTS SHALL BE PRESSURE TESTED FOR LEAKS PER SMACNA STANDARDS BEFORE CONCEALING DUCTS AND BEFORE CONNECTING TO AIR TERMINAL UNITS. OTHER DUCTWORK

LOCATED IN SHAFTS OR ENCLOSURES SHALL ALSO BE PRESSURE TESTED PER REQUIREMENTS AS STATED IN THE SPECIFICATIONS.

4. PROVIDE AND INSTALL ALL NECESSARY ACCESS DOORS AND CEILING ACCESS PANELS FOR DAMPERS AND CONTROLS.

COORDINATE WITH CEILING SUSPENSION SYSTEM.

5. FOR EXACT LOCATIONS OF DIFFUSERS AND GRILLES, SEE ARCHITECTURAL DRAWINGS.

6. COORDINATE THE CORRECT TYPE OF CEILING DIFFUSER AND REGISTER MARGINS TO BE INSTALLED WITH CEILING SUSPENSION SYSTEM TO BE USED.

7. PROVIDE MANUAL VOLUME DAMPERS ON RETURN AND EXHAUST DUCT BRANCHES, AND SUPPLY DUCT BRANCHES DOWNSTREAM OF THE AIR TERMINAL UNITS FOR PROPER BALANCING OF THE AIR DISTRIBUTION SYSTEM. OPPOSED BLADE DAMPER AT DIFFUSERS AND REGISTERS SHALL NOT BE USED FOR AIR BALANCING. ALL REQUIRED MANUAL VOLUME DAMPERS MAY NOT BE SHOWN ON PLANS.

8. PROVIDE MANUAL VOLUME DAMPERS AT SUPPLY, RETURN, AND EXHAUST MAIN DUCTS AT THE LOCATION WHERE SUCH DUCTS ARE CONNECTING TO THE CORRESPONDING DUCT RISER AT EACH FLOOR. LOCATE DAMPERS NEAR (BUT NOT INSIDE) THE SHAFT ENCLOSURE.

9. PROVIDE MANUAL VOLUME DAMPER REMOTE REGULATOR FOR THE MANUAL VOLUME DAMPER LOCATED ABOVE INACCESSIBLE CEILING AND AT THE LOCATION NOT READILY ACCESSIBLE. REFER TO SPECIFICATIONS FOR TYPE AND FLOOR PLANS FOR LOCATIONS. OBTAIN APPROVAL FROM THE OWNER'S REPRESENTATIVE WHERE AN ACCESS DOOR/PANEL IS SUBSTITUTED IN LIEU OF REMOTE REGULATOR.

10. PROVIDE DOUBLE RADIUS TURNING VANES IN ALL RECTANGULAR RIGHT ANGLE DUCT ELBOWS.

11. ALL CIRCULAR METAL DUCTWORK SHALL BE SPIRAL WITH PRE-FABRICATED SOLDERED FITTINGS.

12. ALL ROUND DUCT TAKEOFFS FROM RECTANGULAR DUCT SHALL BE MADE WITH FACTORY FABRICATED SPIN-IN FITTINGS WITH SCOOP EXTRACTOR AND LOCKING QUADRANT BUTTERFLY DAMPER.

13. FLEXIBLE ROUND DUCT SHALL BE USED ONLY FOR FINAL CONNECTIONS TO VAV BOXES, DIFFUSERS AND REGISTERS. RUNS SHALL BE LIMITED TO 5 FEET MAXIMUM. MINIMUM RADIUS OF TURNS OR BENDS OF FLEXIBLE DUCT SHALL BE 1-1/2 TIMES DIAMETER OF DUCT.

14. DUCT LOCATED UPSTREAM AND WHERE SUCH DUCT IS 10 FEET OR LESS BETWEEN THE AIR TERMINAL UNIT INLET AND THE MAIN DUCT SHALL BE SAME SIZE AS THE TERMINAL UNIT INLET. OTHERWISE, SIZE DUCT LOCATED UPSTREAM OF AIR TERMINAL UNIT PER SIZE AS NOTED ON FLOOR PLANS.

15. PROVIDE ALL NECESSARY PLENUMS OR TRANSITIONS FOR FLEXIBLE DUCT CONNECTIONS TO DIFFUSERS AND REGISTERS.

16. ALL DUCTWORK IN RETURN AIR PLENUM SHALL BE INSULATED WITH 1-1/2" THICK FIBERGLASS BLANKET (0.75 LBS. PER CUBIC FOOT) WITH VAPOR BARRIER AND U.L. LISTED.

17. COORDINATE WITH ELECTRICAL AND ARCHITECTURAL DESIGN PLANS FOR LOCATION OF POWER AND LOCAL DISCONNECTS FOR COMBINATION FIRE/SMOKE DAMPERS.

SUSPENDED UTILITY SYSTEMS WHICH INCLUDE:
· ELECTRICAL, MECHANICAL, AND PLUMBING EQUIPMENT AND ASSOCIATED CONDUIT, DUCTWORK, AND PIPING ARE

REQUIRED TO HAVE SEISMIC RESTRAINT ATTACHMENTS DESIGNED TO RESIST THE TOTAL DESIGN SEISMIC FORCES PRESCRIBED IN SECTION 1613A. PROVIDE TYPICAL SEISMIC RESTRAINT DETAILS. DOCUMENTATION SUBSTANTIATING TO INCLUDE SEISMIC RESTRAINT ASSEMBLY DETAILS. ANCHORAGE TO OVERHEAD STRUCTURES WITH SUPPORTING ENGINEERING STAMP BY A LICENSED CIVIL OR STRUCTURAL ENGINEER IS REQUIRED AT TIME OF INSPECTION.

NONSTRUCTURAL COMPONENTS AND EQUIPMENT SUPPORTS AND ATTACHMENTS · PROVIDE DETAILS ON THE CONSTRUCTION DOCUMENTS AND SUBSTANTIATING CALCULATIONS (WHEN NECESSARY)

FOR THE SUPPORTS AND ATTACHMENTS OF NONSTRUCTURAL COMPONENTS AND EQUIPMENT UNLESS THEY ARE SHALL BE COORDINATED WITH THE CALCULATIONS AND THE MANUFACTURE'S LITERATURE. SKETCHES SHOWN IN THE CALCULATIONS FOR THE PURPOSE OF ILLUSTRATING THE ANALYTICAL METHOD ARE NOT ADEQUATE.

EQUIPMENT SUPPORTS AND ATTACHMENTS
· SUPPORTS AND ATTACHMENTS OF ALL EQUIPMENT TO BE IN STALLED AS A PART OF THIS PROJECT SHALL BE · EQUIPMENT SUPPORTS AND ATTACHMENTS SHALL BE APPROV ED BY THE APPROPRIATE DESIGN PROFESSIONAL OF RECORD AS A PART OF FIELD REVIEW/OBSERVATIONS. THE INSPECTOR OF RECORD (IOR) SHALL ASSURE THAT THE

PIPES, DUCTS, AND CONDUITS SUPPORTS, ATTACHMENTS, AND BRACING · PROVIDE CALCULATIONS AND DETAILS FOR SUPPORTS, ATT ACHMENTS, AND BRACING OF ALL PIPES, DUCTS, AND CONDUITS. IF A PRE-APPROVED SYSTEM IS SPECIFIED (THE OPM NUMBERS FOR THE ACCEPTABLE ALTERNATIVES

SHALL BE SPECIFIED ON THE DRAWINGS) CERTAIN CALCULATIONS AND DETAILS FOR THE SUPPORTING STRUCTURE ARE STILL REQUIRED.
·

PRE-APPROVED PIPES, DUCTS, AND CONDUITS SEISMIC BRACING A. LAYOUT DRAWINGS OF THE SUPPORTS, ATTACHMENTS, AND BRACING SYSTEMS IN ACCORDANCE WITH THE

PRE-APPROVED SHALL BE SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL (RDP) IN RESPONSIBLE CHARGE OF THE PROJECT FOR REVIEW TO VERIFY THAT THE DETAILS ARE IN CONFORMANCE WITH THE CODE REQUIREMENTS. THE LAYOUT DRAWINGS SHALL AS MINIMUM SATISFY THE REQUIREMENTS OF ASCE 7 SECTION 13.6 AS MODIFIED BY THE CBC

1. THE STRUCTURAL ENGINEER OF RECORD (SEOR) SHALL VERIFY THAT THE SUPPORTING STRUCTURE IS ADEQUATE

FOR THE FORCES IMPOSED ON IT BY THE SUPPORTS, ATTACHMENTS, AND BRACES INSTALLED IN ACCORDANCE WITH THE PRE-APPROVAL IN ADDITION TO ALL OTHER LOADS.

2. THE SEOR SHALL FORWARD THE SUPPORTS, ATTACHMENTS, AND BRACING DRAWINGS (INCLUDED APPROVED

AMENDED CONSTRUCTION DOCUMENTS FOR SUPPLEMENTARY FRAMING WHERE REQUIRED) TO THE DISCIPLINE IN

RESPONSIBLE CHARGE WITH A NOTATION INDICATING THAT THE DRAWINGS HAVE BEEN REVIEWED AND ARE IN GENERAL CONFORMANCE WITH THE PRE-APPROVAL IN ADDITION TO ALL OTHER LOADS.

3. A “SHOP DRAWING STAMP” MAY BE USED TO INDICATE COMPLIANCE WITH THIS REQUIREMENT.

4. THE REGISTERED DESIGN PROFESSIONAL (RDP), OTHER THAN SEOR, MAY PROVIDE THE SHOP DRAWING.

B. THE SEOR SHALL DESIGN ANY SUPPLEMENTARY FRAMING THAT IS NEEDED TO RESIST THE LOADS, MAINTAIN STABILITY AND/OR IS REQUIRED FOR INSTALLATION OF PRE-APPROVED SYSTEM. · THE SUPPLEMENTARY FRAMING SHALL BE SUBMITTED AS AN AMENDED CONSTRUCTION DOCUMENTS (ACD).

C.THE LAYOUT DRAWINGS (WITH THE SHOP DRAWING STAMP) SHALL BE SUBMITTED FOR REVIEW:

1. STRUCTURE SUPPORTING THE DISTRIBUTION SYSTEM HAS ADEQUATE CAPACITY, D. THE LAYOUT DRAWINGS (WITH THE SHOP DRAWING STAMP) SHALL BE KEPT ON THE JOBSITE AND CAN THEN BE USED FOR INSTALLATION OF THE SUPPORT AND BRACING.

E. A COPY OF THE CHOSEN BRACING SYSTEM(S) INSTALLATION GUIDE/OPM MANUAL SHALL BE ON THE JOBSITE PRIOR TO STARTING THE INSTALLATION OF HANGERS AND/OR BRACES.
· IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN CO PIES OF OPM AND FURNISH THE IOR WITH ONE COPY EACH.

F. COMPONENTS OF TWO OR MORE PRE-APPROVED BRACING SYSTEMS SHALL NOT BE MIXED. · ONLY ONE PRE-APPROVED BRACING SYSTEM MAY BE USED F OR A RUN OF PIPE, DUCT, OR CONDUIT. · ANY SUBSTITUTION OF COMPONENT OF AN OPM SYSTEM SHA LL REQUIRE REVIEW AND APPROVAL.

1. MINIMUM OF 50% OF NON HAZARDOUS CONSTRUCTION WASTE IS TO BE RECYCLE. CGC 5.713.8.1.

2. TESTING AND ADJUSTING OF NEW SYSTEMS SHALL COMPLY AS OUTLINED IN CGC SECTION 5.713.10.4.2.

3. OPERATIONS AND MAINTENANCE SCHEDULE (O&M) AS LISTED IN CGC SECTION 5.713.10.4.5 SHALL BE DELIVERED TO THE BUILDING OWNER OR REPRESENTATIVE AND THE FACILITIES OPERATOR.

4. DURING CONSTRUCTION, ENDS OF DUCT OPENING SHALL BE SEALED, AND MECHANICAL EQUIPMENT SHALL BE COVERED.

CGC 5.714.4.3.

5. VOC'S MUST COMPLY WITH THE LIMITATIONS LISTED IN SECTION 5.504.4 AND TABLES 4.504.1, 5.504.4.1, 5.504.4.2, 5.504.4.3 AND 5.504.4.5 FOR: ADHESIVES, SEALANTS, PAINTS, AND COATINGS, CARPET AND COMPOSITION WOOD PRODUCTS. CGC

5.714.4.4 .

6. PRIOR TO FINAL APPROVAL OF THE BUILDING THE LICENSED CONTRACTOR, ARCHITECT OR ENGINEER IN RESPONSIBLE

CHARGE OF THE OVERALL CONSTRUCTION MUST COMPLETE AND SIGN THE COUNTY APPROVED GREEN BUILDING

STANDARDS CERTIFICATION FORM OR OTHER DOCUMENTATION REQUIRED BY THE COUNTY AND GIVEN TO THE BUILDING DEPARTMENT OFFICIAL PRIOR TO BUILDING FINAL APPROVAL TO BE FILED WITH THE APPROVED PLANS.

DUCT LEAKAGE TEST CMC 603.10.1
DUCTWORK SHALL BE LEAK-TESTED IN ACCORDANCE WITH SMACNA HVAC AIR DUCT LEAKAGE TEST MANUAL. REPRESENTATIVE SECTIONS TOTALING NOT LESS THAN 10 PERCENT OF THE TOTAL INSTALLED DUCT AREA SHALL BE TESTED. WHERE THE TESTED 10 PERCENT FAIL TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION, THEN 40 PERCENT OF THE TOTAL INSTALLED DUCT AREA SHALL BE TESTED. WHERE THE 40 PERCENT FAIL TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION, THEN 100 PERCENT OF THE TOTAL INSTALLED DUCT AREA SHALL BE TESTED. SECTIONS SHALL BE SELECTED BY THE BUILDING OWNER OR DESIGNATED REPRESENTATIVE OF THE BUILDING OWNER. POSITIVE PRESSURE LEAKAGE TESTING SHALL BE PERMITTED FOR NEGATIVE PRESSURE DUCTWORK.

A, AMPS AMPERES

ABV ABOVE

AD ACCESS DOOR

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

AMB AMBIENT

AP ACCESS PANEL

ARCH ARCHITECTURAL

ATU AIR TERMINAL UNIT

AUTO AUTOMATIC

BD BACK DRAFT DAMPER

BDD BACK DRAFT DAMPER

BEL BELOW

BHP BRAKE HORSEPOWER

BTUH BRITISH THERMAL UNITS PER HOUR

CAP CAPACITY

CD CEILING DIFFUSER

CDP CONDENSATE DRAIN PIPE

CFM CUBIC FEET PER MINUTE

CFSD COMBINATION FIRE SMOKE DAMPER

CLG CEILING

COMP COMPRESSOR

COND CONDITION

COP COEFFICIENT OF PERFORMANCE dB DECIBEL

DB DRY BULB TEMPERATURE

DDC DIRECT DIGITAL CONTROL

DEFL DEFLECTION

DL DOOR LOUVER

DN DOWN

DPSW DIFFERENTIAL PRESSURE SWITCH

DS DUCT SILENCER (SOUND TRAP)

DSW DISCONNECT SWITCH

DWGS DRAWINGS

E EXISTING

EA EACH

EER ENERGY EFFICIENCY RATIO

EF EXHAUST FAN

EFF EFFICIENCY

EG EXHAUST GRILLE

ELECT ELECTRICAL

ELEV ELEVATION

ENCL ENCLOSURE

ENT ENTERING

ESP EXTERNAL STATIC PRESSURE

EVAP EVAPORATOR, EVAPORATIVE

EXH EXHAUST
°F DEGREES FAHRENHEIT

FA FRESH AIR OR OUTSIDE AIR

FC FAN COIL

FLA FULL LOAD AMPS

FLEX FLEXIBLE

FPI FINS PER INCH

FPM FEET PER MINUTE

FS FLOOR SINK

FSW FLOW SWITCH

GAL GALLON

GPM GALLONS PER MINUTE

H HEIGHT

HC HEATING COIL

HF HUMIDIFIER

HP HORSEPOWER

HR HOUR

HTG HEATING

HVAC HEATING, VENTILATING AND AIR CONDITIONING

HZ HERTZ

IN WG INCHES WATER GAUGE

KW KILOWATT

L LENGTH

LBS POUNDS

LD LINEAR DIFFUSER

LRA LOCKED ROTOR AMPERES

LVG LEAVING

MAX MAXIMUM

MBH, MBTUH THOUSAND BRITISH THERMAL UNITS PER HOUR

MCA MINIMUM CIRCUIT AMPACITY

MCC MOTOR CONTROL CENTER

MD MOTORIZED DAMPER

MFGR MANUFACTURER

MIN MINIMUM

MOCP MAXIMUM OVERCURRENT PROTECTION

N NEW

NC NOISE CRITERIA

NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

OBD OPPOSED BLADE DAMPER

OC ON CENTER

OPER OPERATING

OPNG OPENING

OP WT OPERATING WEIGHT

OV OUTLET VELOCITY

P PUMP

PD PRESSURE DROP

PH PHASE

POC POINT OF CONNECTION

PR, PRESS PRESSURE

PSI POUND PER SQUARE INCH

PT PRESSURE TREATED

QTY QUANTITY

RA RETURN AIR

REFR REFRIGERANT

RH RELATIVE HUMIDITY

RLA RATED LOAD AMPERES

REL RELOCATED

SA SUPPLY AIR

SC SENSIBLE CAPACITY

SCOP SENSIBLE COEFFICIENT OF PERFORMANCE

SD SMOKE DETECTOR

SF, SQ FT SQUARE FEET

SHT SHEET

SS STAINLESS STEEL

SW SWITCH

TAD TRANSFER DUCT

TC TOTAL CAPACITY

TDH TOTAL DYNAMIC HEAD

TEMP TEMPERATURE

TSP TOTAL STATIC PRESSURE

TYP TYPICAL

UC UNDER CUT

UL UNDERWRITER'S LABORATORY

UON UNLESS OTHERWISE NOTED

UTR UP THRU ROOF

V VOLTS

VAV VARIABLE AIR VOLUME

W WIDTH

W/ WITH

WB WET BULB TEMPERATURE

WT WEIGHT

REL RELOCATE
XX
YY
XX
YY

EQUIPMENT TAG - EXISTING

EQUIPMENT TAG - NEW

CHWR CHILLED WATER RETURN
CHWS CHILLED WATER SUPPLY.

CHWS&R CHILLED WATER SUPPLY AND RETURN.

HHWR HEATING HOT WATER RETURN.

HHWS HEATING HOT WATER SUPPLY.

HHWS&R HEATING HOT WATER SUPPLY AND RETURN.

U/G UNDER GROUND
T
CO2

1. THE TOTAL SYSTEM AIR BALANCE SHALL BE PERFORMED BY AN INDEPENDENT AGENCY CERTIFIED BY THE AABC. THIS WORK SHALL CONFORM TO AABC SPECIFICATIONS AS REFERRED TO IN THE AABC NATIONAL STANDARDS.

AIR BALANCE NOTES

1. NO CHANGES ARE BEING MADE TO THE BUILDING ENVELOPE.

2. NO ADDITIONAL COOLING/HEATING LOADS ARE BEING ADDED TO THE BUILDING HVAC SYSTEMS.

3. ALL HVAC SYSTEMS SHALL MEET THE CONTROL REQUIREMENTS PER SECTION 110.2 AND 120.2 E.E.S.

4. ALL PIPING AND DUCTWORK SHALL BE INSULATED CONSISTENT WITH THE REQUIREMENTS OF SECTIONS 120.3, 120.4 AND 120.7 TITLE 24 ENERGY STANDARDS AND CHAPTER 6 OF CMC.

5. ALL MECHANICAL CERTIFICATE OF ACCEPTANCE FORMS AND ALL RELATED ACCEPTANCE DOCUMENTS SHALL BE SUBMITTED TO THE FIELD INSPECTOR DURING CONSTRUCTION. CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THESE FORMS ARE REVIEWED AND APPROVED.

6. INSULATION AND FLEXIBLE DUCT SHALL COMPLY WITH STATE FIRE MARSHAL CRITERIA AND SHALL NOT EXCEED FLAME SPREAD OF 25 AND SMOKE DEVELOPED OF 50 PER ASTM-84, NFPA-225, AND U.L.-723.

APPLICABLE CODES
TITLE 24 NOTES

SCOPE OF WORK

ABBREVIATION IDENTIFICATION ABBREVIATION IDENTIFI CATION

THERMOSTAT / TEMPERATURE SENSOR

CARBON DIOXIDE SENSOR

1. TENANT IMPROVEMENT - REVISE AIR DISTRIBUTION AND DUCTWORK PER ARCHITECTURAL FLOOR PLANS.

2. PROVIDE DEDICATED SPLIT SYSTEM FOR AV / IT ROOM 108. 22X098.00
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
RJ
SS

DS ISSUED FOR CONSTRUCTION

09.01.23 06.30.23 BUILDING PERMIT SUBMITTAL

07.28.23 BUILDING PERMIT SUBMITTAL 02

09.01.23 ISSUED FOR CONSTRUCTION

NO SCALE
M001 NOTES, LEGEND AND ABBREVIATIONS

CARLSBAD EOC WING RENOVATION
2560 ORION WAY
CARLSBAD, CA 92010
SHEET NO. SHEET TITLE SCALE
M001 NOTES, LEGEND AND ABBREVIATIONS NO SCALE
M002 SCHEDULES NO SCALE
M200 DEMOLITION FLOOR PLAN - EOC WING 1/8"=1'-0"
M201 DEMOLITION ROOF PLAN - EOC WING 1/8"=1'-0"
M203 FLOOR PLAN - EOC WING 1/8"=1'-0"
M204 ROOF PLAN - EOC WING 1/8"=1'-0"
M801 DETAILS NO SCALE
M802 DETAILS NO SCALE
M821 CONTROL DIAGRAMS NO SCALE
55 54
55 54
CS-1
CR-1
24"x24" PANEL - 3 CONES SUPPLY DIFFUSER
CEILING RETURN GRILLE 35 DEG BLADES
TITUS
TITUS
TMSA
350 RL
NOTES:

TBAR DROP IN

DIFFUSER, REGISTER & GRILLE SCHEDULE
TAG
CFM

NECK SIZE
NEW
NEW
LSG-1 LINEAR SUPPLY GRILLE - 1-1/2" SLOT, SINGLE SLO T TITUS NEW FL-15HT SURFACE LRG-1 LINEAR RETURN GRILLE - 1-1/2" SLOT, SINGLE SLO T TITUS NEW FL-15HT SURFACE

DISABLE
WALL
MOUNT
WALL
MOUNT

DX OUTDOOR UNIT SCHEDULE

INDOOR FAN COIL SCHEDULE

AC UNIT SCHEDULE (FOR REFERENCE ONLY)

SYMBOL LOCATION TYPE SERVICE STATUS

ELECTRICAL

V/PH/HZ
REFRG. NOTES SEER2
HP
13 MFR.

MODEL

HEATING

CAPACITY
(BTU/H) UNIT
MOCP
UNIT
MCA

AMBIENT
TEMP
(°F)
WT (LBS) L x W x H
(IN)

NOMINAL
TONS
NOTES:
5 M801
DETAIL

HEAT PUMP NEW
SPLIT
ROOF 60,000 36.3 40.0 315 5 23.10 208-230/1/60 R410A 90 39.8 x 14.6 x 61.0 1, 2, 3, 4 SYMBOL MFR.

MODEL

V/PH/HZ

SERVICE TYPE
EAT DB
(°F)
CFM

COOLING
EAT WB
(°F)

ELECTRICAL
FLA
NOTES
SERVED
BY COND.

UNIT
WT
(LBS)

LOCATION SUPPLY
MCA

STATUS REFRIGERANT LAT DB
(°F)

NOMINAL
TONS

CARRIER / TOSHIBA
MMK-UP0301HP-UL
NEW R410A HP
13 FC
13 940 0.66 0.83 50 2.5 208-230/1/60 AV / IT 108
NOTES:

1. PROVIDE DISCONNECT SWITCH.

2. REFER TO STRUCTURAL PLANS FOR UNIT MOUNTING INFORMATION.

3. PROVIDE DIGITAL PROGRAMMABLE THERMOSTAT FOR EACH UNIT.

4. PROVIDE CONDENSATE PUMP WITH ACCESSORIES. 208/230V/1Ø.

LAT WB
(°F)
1, 2, 3, 4, 5, 6 80 67
DETAIL
4 M801

5. BACNET INTERFACE . CONNECT TO (E) BAS.

6. PROVIDE CONDENSATE OVERFLOW LEVEL SWITCH.

FC
14 AV / IT 108

CAPACITY
(BTU/H)
29,568
MOCP
15 CARRIER / TOSHIBA
MCY-MAP0607HS-UL
FC
13 FC
14 NOMINAL

COOLING CAPACITY
(BTU/H)
HSPF2

10.6 L x W x H
(IN)

47.25 x 11.0 x 13.75

1. ALL UNITS SHALL HAVE COIL AND CABINET COATING FOR COASTAL ENVIRONMENT INSTALLATION.

2. UNIT SHALL BE ANCHORED WITH GALVANIZED BOLTS.

3. REFER TO STRUCTURAL PLANS FOR ROOF MOUNTING INFORMATION. PROVIDE NEOPRENE ISOLATORS FOR EACH MOUNTING LEG.

4. DISCONNECT SWITCH IN NEMA 3R ENCLOSURE.

CARRIER / TOSHIBA
MMK-UP0301HP-UL
NEW R410A HP
13 940 0.66 0.83 50 2.5 208-230/1/60 AV / IT 108 80 67 4 M801 AV / IT 108 29,568 15 47.25 x 11.0 x 13.75
MFR.

MODEL LOCATION TYPE SERVICE
CFM

SUPPLY FAN
ESP

NOMINAL

TONS STATUS
CFM
(E) OSA SYMBOL
AC
1 AC
2 AC
3 AC
4 48HCDD07A2A6

CARRIER

GAS ELECTRIC
PACKAGED ROOF 6 2400 1
ROOF 6 2400 1
ROOF 6 2400 1
48HCDD07A2A6

CARRIER

GAS ELECTRIC

PACKAGED
48HCDD07A2A6

CARRIER

GAS ELECTRIC

PACKAGED
ROOF 3 1200 1
550
550
550
250
HP BHP

2.75 0.96

2.75 0.96
- 1.2 48TCLA04A2A6A

CARRIER

GAS ELECTRIC

PACKAGED EXISTING

TO REMAIN

EXISTING

TO REMAIN

EXISTING

TO REMAIN

EXISTING

TO REMAIN

V/PH/HZ
460/3/60
460/3/60
460/3/60
460/3/60

ELECTRICAL
172 HALLWAY
109 EOC DIRECTOR
100 ENTRY
101 HALL WAY
102 COMMUNITY RISK
105 CONFERENCE
103 OFFICE
104 OFFICE
106 EOC (NORTH)
107 CONFERENCE
106 EOC (SOUTH)

DESCRIPTION MANUFACTURER MODEL TAG

1. FINAL COLOR AND FINISH TO BE APPROVE BY ARCHITECT PRIOR TO PROCUREMENT.

2. DIFFUSER TAGGING.

MOUNTING
CS-1
300
12x12
STATUS
1, 2, 3, 4, 5, 6

5. BACNET INTERFACE. CONNECT TO (E) BAS.
22X098.00
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
RJ
SS
DS

ISSUED FOR CONSTRUCTION

09.01.23 06.30.23 BUILDING PERMIT SUBMITTAL

07.28.23 BUILDING PERMIT SUBMITTAL 02

09.01.23 ISSUED FOR CONSTRUCTION

NO SCALE
M002 SCHEDULES

CARLSBAD EOC WING RENOVATION
2560 ORION WAY
CARLSBAD, CA 92010
T
FD
FD
FD
FD
FD
FD
FD
FD
T
T
FD
CO2 T CO2 T CO2 T
10 11 12 13
G
H
J
15 16
K
L
MEN
E105
WOMEN
E104
GENDER

NEUTRAL
E174
GENDER

NEUTRAL
E173

HALLWAY
E172
LOBBY
E101
CUST.

E187
ELECT.

E108

RECORDS

SUPERVISOR
110
/- --- /- --- MATCHLINE
14 12"x12"
90CFM 90CFM
6"ø
6"ø
12"ø
12"ø
300CFM
300CFM
9"ø 10"ø
12"x8"
7"ø
10"ø 400CFM
1(EF -9)
2 GI / -
3 6
(EF -10A)
14"x14"
1 (EF -10)
400CFM
TYP.6
26"x10"
26"x10" 26"x10"
26"x10"
26"x10" 26"x10"
10"ø
(TYP.) (TYP.) (TYP.)
10"ø 10"ø
400CFM
TYP.6
400CFM
TYP.6
DL
DL
300CFM
AC -2 AC -3 AC -4
4AC -1
55 VBH
32 8
12"ø
8"ø
8"ø
6"ø
120CFM
100CFM
24"x12" 36"x12"
36"x12"
36"x12"
24"x12"
6 99
8 (TYP.) 8 (TYP.) 8 (TYP.)
120CFM
260CFM 260CFM
400CFM 16"x16"
8 6"ø
22"x10"
4 4
4 6
9 30"x10"
30"x10"
30"x10"
9 10 10
12 11
11 11
11 11
6 11 22"x8"
(E)
(E)
12 12

STORAGE
E182

MEETING ROOM
E183

MEETING ROOM
E184 MEETING ROOM
E185

AV EQUIP
E186

HALLWAY
E176
OFFICE
E180
ENTRY
E175

VESTIBULE
E177
CAP
6 6
(TYP.)
6 (TYP.)
6 (TYP.)
(TYP.) (TYP.) (TYP.)
8 (TYP.)
6 6
8 13 13
13 13
6 6
10 9 11

AREA NIC

AREA NIC
6 (E) 160 CFM
(E) 160 CFM
(E) 180 CFM
14 14
14 14
14 14
14 14
6 6
6 6
22X098.00
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
RJ
SS
DS

ISSUED FOR CONSTRUCTION

09.01.23 06.30.23 BUILDING PERMIT SUBMITTAL

07.28.23 BUILDING PERMIT SUBMITTAL 02

09.01.23 ISSUED FOR CONSTRUCTION
1/8" = 1'-0"
M200 DEMOLITION FLOOR PLAN - EOC WING

CARLSBAD EOC WING RENOVATION
2560 ORION WAY
CARLSBAD, CA 92010

GENERAL NOTES

KEYNOTES

GENERAL NOTES

KEYNOTES
(E) EXHAUST AIR DUCT UP THRU ROOF.
(E) COMBUSTION AIR DUCTS UP THRU ROOF.
(E) FLUE VENT TO REMAIN.
(E) LINED SUPPLY AIR DUCT AND RETURN AIR DUCT UP THRU ROOF TO AC UNIT.

PROTECT IN PLACE . ADJUST (E) GRILLES, DIFFUSERS, EXHAUST GRILLES TO FIT THE CEILING AFFECTED BY THE ARCHITECTURAL CHANGES (TYPICAL).

REMOVE (E) DUCTWORK , GRILLES AND DIFFUSERS AS INDICATED. (E) TRANSFER AIR DUCT TO REMAIN CAPPED.
(E) EQUIPMENT, DUCT, DIFFUSER / GRILLE TO REMAIN.
(E) WALL OPENING.

CAREFULLY UN -INSTALL EXISTING THERMOSTAT / REMOTE TEMPERATURE SENSORS / CO2 SENSOR AND STORE FOR SAFE KEEPING TO BE LATER RELOCATED AND REWIRED .

SEE NEW MECHANICAL FLOOR PLANS FOR NEW LOCATION..
(E) FIRE DAMPER (FD).
(E) THERMOSTAT TO REMAIN.
(E) 1 HR ENCLOSURE.
(E) 1" ACOUSTICAL LINING.
1 2
3 4
5 6
7 1. DUCT THAT REMAINS SHALL BE CLEANED. REFER TO SPECIFICATIONS

2. REFER TO STRUCTURAL DETAILS FOR NON -STRUCTURAL SEISMIC BRACING OF EXISTING DUCT AND PIPE THAT REMAINS AFTER DEMO.

3. PATCH AND REPAIR ALL UN -USED OPENINGS TO MATCH ADJACENT CONSTRUCTION.

SCALE: 1/8" = 1'-0" M200
1 DEMOLITION FLOOR PLAN - EOC WING
8 9
10 11
12 13
0' 4' 8' 16' 32' N
SCALE: 1/8" = 1' -0" (1:96)
14 10 11 12 13
H
J
15 16
K
L
14 AC
1 111
1 EF
9 2
5 EF
10A
EF
10 2
3 4

ROOF HATCH
GI
- AC
4 (6 TONS)
AC
3 (6 TONS)
AC
2 (6 TONS)
(3 TONS)
22X098.00
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
RJ
SS
DS

ISSUED FOR CONSTRUCTION

09.01.23 06.30.23 BUILDING PERMIT SUBMITTAL

07.28.23 BUILDING PERMIT SUBMITTAL 02

09.01.23 ISSUED FOR CONSTRUCTION
1/8" = 1'-0"
M201 DEMOLITION ROOF PLAN - EOC WING

CARLSBAD EOC WING RENOVATION
2560 ORION WAY
CARLSBAD, CA 92010
SCALE: 1/8" = 1'-0" M201
1 DEMOLITION ROOF PLAN - EOC WING

1. PATCH AND REPAIR ALL UN -USED OPENINGS TO MATCH ADJACENT CONSTRUCTION.

GENERAL NOTES

KEYNOTES

GENERAL NOTES

KEYNOTES
(E) AC UNIT, FACTORY CURB AND ADAPTER CURB TO REMAIN.
(E) EXHAUST FAN TO REMAIN.
(E) GRAVITY INTAKE TO REMAIN.
(E) FLUE VENT TO REMAIN.

REMOVE (E) EXHAUST FAN.
1 2
3 4
5 0' 4' 8' 16' 32' N
SCALE: 1/8" = 1' -0" (1:96)
T
FD
FD
FD
FD
FD
FD
FD
T
T
T
T
FD
CO2
CO2
T T
CO2
CO2
10 11 12 13
G
H
J
15 16
K
L
14 E.O.C.

DIRECTOR
109
MEN
E105

HALLWAY
101
ELECT.

E108
CUST.

E187
WOMEN
E104

VESTIBULE
E177

HALLWAY
E172
GENDER

NEUTRAL
E173
GENDER

NEUTRAL
E174

RECORDS

SUPERVISOR
110

RECORDS
109
LOBBY
E101
270
CS-1
12x12

MATCHLINE
(EF -9)
GI / -
(EF -10)
(TYP.) (TYP.) (TYP.)
DL
AC -2
AC -3
AC -4
AC -1
(TYP.) (TYP.)
(E)
90CFM
90CFM
300CFM
300CFM
400CFM
100CFM
400CFM
10"ø 10"ø 10"ø
(E)
(E)
(E)
(E)
(E)
(E)
SD
/- --- /- ---
2400CFM
2400CFM
22"x10"
22"x8"
7"ø
6"ø
12"x8"
12"ø
8"ø 16"x8"
(E)
26"x10"
26"x10"
26"x10"
30"x10"
30"x10"
30"x10"
36"x12"
CAP
(E)
36"x12"
AV/IT
108
OFFICE
103
OFFICE
104
1 300CFM
12 COMMUNITY
RISK
102
E.O.C.
106

CONFERENCE
ROOM
105

CONFERENCE
ROOM
107
265
CS-1
(TYP.5)
12x12
185
CS-1
10x10
185
CS-1
10x10
250
CS-1
(TYP.2)
12x12
12"ø
10"ø
10"ø
14 8"ø
8"ø
10"ø
10"ø
10"ø
10"ø
10"
400
CS-1
(TYP.6)
14x14
355
CS-1
(TYP.6)
14x14
280
CS-1
12x12
10"
10"
10" 10"
10" 10"
10" 10"
10"
10"
10"
10"
10"ø
1 3
49 49
49 49
6 6
6 6
19 18
460
CS-1
16x16
12"ø
6 19
6 8 8 8
8 10 SD 10
SD 10
13 13
13 13
11 FC
13 FC
14 5
6 T 12
15 15
16 AC -2
AC -3
AC -4
AC -1
AC -2
AC -4

AREA NIC

AREA NIC
ENTRY
100
19 18
7"ø
(E) 1" ACOUSTICAL
LINING (TYP.)
17 17
17 17
17 17
17 17
180
LSG-1

1.5"x48"
180
LSG-1

1.5"x48"
180
LRG-1

1.5"x48"
18 100
LRG-1

1.5"x48"
100
LSG-1

1.5"x48"
180
LRG-1

1.5"x48"
18 1. FACTORY MADE FLEXIBLE AIR DUCTS AND CONNECTORS SHALL NOT BE MORE THAN 5 FEET IN LENGTH . REFER TO DETAIL 2 AND 10 ON SHEET M801.

2. PATCH AND REPAIR ALL UN -USED OPENINGS TO MATCH ADJACENT CONSTRUCTION.

3. RETURN PLENUM:

THIS BUILDING USES THE CEILING PLENUM FOR RETURN. IT IS CRITICAL TO OPERATION OF

THE HVAC SYSTEM THAT THE RETURN PATH IS CONTINUOUS AND FREE OF OBSTRUCTION BETWEEN TENANT ZONES AND THE RETURN DUCT.

3.1. EXTERIOR OPENINGS SHALL BE SEALED.

3.2. INTERIOR FULL HEIGHT WALLS REQUIRE TRANSFER OPENINGS.

3.3. HALLWAYS SHALL BE TUNNEL CONSTRUCTION.

3.4. EXHAUST SYSTEMS SHALL NOT HAVE POSITIVE PRESSURE DUCT WITHIN THE PLENUM.

FANS SHALL BE EXTERIOR TO THE BUILDING.

3.5. WIRE NOT IN CONDUIT SHALL BE PLENUM RATED.

3.6. ACCESSORIES SUCH AS CONTROLS, TRANSFORMERS, CONDENSATE PUMPS, INSULATION, ETC. SHALL BE PLENUM RATED.

4. DUCT CONSTRUCTION

4.1. PROVIDE MANUAL VOLUME DAMPER ON EACH BRANCH DUCT TO A SUPPLY OUTLET.

DAMPERS OVER GYPBOARD CEILINGS SHALL BE ELECTRIC MOTOR OPERATED WITH HAND HELD CONTROLLER. REFER TO DETAIL 11 / M801.

4.2. ROUND DUCT TAPS TO RECTANGULAR MAINS SHALL BE CONICAL TAPS OR "Y" FITTING.

STRAIGHT TAPS ARE NOT ALLOWED. WHEN CONICAL DIAMETER IS GREATER THAN MAIN DUCT I.D., TRANSITION TO EQUIVALENT RECTANGULAR DUCT AND CONNECT WITH 45 DEGREE ENTRY

4.3. ROUND DUCT TAPS TO ROUND MAINS SHALL BE "Y" FITTINGS

4.4. RECTANGULAR DUCT SQUARE ELBOWS SHALL HAVE TURNING VANES. RADIUS ELBOWS SHALL BE:

R/D>=1 FOR LOW PRESSURE
R/D>= 1.5 FOR MEDIUM PRESSURE

4.5. ROUND DUCT ELBOWS SHALL BE:

LOW PRESSURE: R/D=1
MEDIUM PRESSURE: 5 GORE R/D=1.0

5. FOR BRANCH DUCTWORK CONNECTION, REFER TO DRAWING DETAIL 6 / M801 FOR TYPICAL DETAILS.

6. AIR DISTRIBUTION
GENERAL: SUBMIT FINISH AND FRAME STYLES TO ARCHITECT FOR REVIEW. REFER TO SCHEDULE FOR MODEL TYPES.
22X098.00
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
RJ
SS
DS

ISSUED FOR CONSTRUCTION

09.01.23 06.30.23 BUILDING PERMIT SUBMITTAL

07.28.23 BUILDING PERMIT SUBMITTAL 02

09.01.23 ISSUED FOR CONSTRUCTION
1/8" = 1'-0"
M203 FLOOR PLAN - EOC WING

CARLSBAD EOC WING RENOVATION
2560 ORION WAY
CARLSBAD, CA 92010
SCALE: 1/8" = 1'-0" M203
1 PROPOSED FLOOR PLAN - EOC WING

GENERAL NOTES

KEYNOTES

GENERAL NOTES

KEYNOTES
(E) EXHAUST AIR DUCT UP THRU ROOF.
(E) COMBUSTION AIR DUCTS UP THRU ROOF.
(E) FLUE VENT TO REMAIN.
(E) LINED SUPPLY AIR DUCT AND RETURN AIR DUCT UP THRU ROOF TO AC UNIT. 3/4" CONDENSATE DRAIN TO NEAREST LAVATORY TAIL PIECE. PROVIDE OVERFLOW SWITCH FOR OVERFLOW CONDENSATE.

PROVIDE CEILING MOUNTED RETURN GRILLE WITH BOOT. SEE DETAIL 3 / M801. (E) EQUIPMENT, DUCT, DIFFUSER / GRILLE TO REMAIN. RE -BALANCE TO CFM SHOWN ON PLAN.
(E) WALL OPENING.
(E) 1 HR ENCLOSURE.
(E) DUCT SMOKE DETECTOR IN MAIN SUPPLY DUCT. AUTOMATIC SHUTOFF UPON DETECTION OF SMOKE PER CMC 609.1.
(N) DEMAND CONTROL VENTILATION CONTROLS COMPLETE WITH CO2 SENSORS. (E) THERMOSTAT TO REMAIN.

NEW LOCATION OF RELOCATED EXISTING THERMOSTAT / TEMPERATURE SENSOR / CO2 SENSOR. ADJUST NEW LOCATION IN COORDINATION WITH FURNISHINGS ON ARCHITECTURAL PLANS. PROVIDE WIRING, CONDUITS, MATERIALS AND LABOR TO CONNECT TO HVAC UNIT.

PROVIDE OFFSET TO ROUTE LINED RETURN DUCT AND GRILLE ABOVE THE 10' -0" CEILING. (N) WALL MOUNTED FAN COIL UNIT. SEE MOUNTING DETAIL ON 4 / M801 .

REFRIGERANT PIPES UP THRU ROOF TO OUTDOOR UNIT.
(E) 1" ACOUSTICAL LINING.
(N) RETURN LINEAR DIFFUSER LRG -1.
(N) SUPPLY LINEAR DIFFUSER LSG -1.
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
0' 4' 8' 16' 32' N
SCALE: 1/8" = 1' -0" (1:96)
17 18
19 10 11 12 13
H
J
15 16
K
L
14 AC
1 AC
2 AC
3 AC
4 EF
9 EF
10 GI
-
111
2 2
3 4

ROOF HATCH
55 5
5 1
CU
13 6
7 (6 TONS) (6 TONS) (6 TONS)
(3 TONS)
22X098.00
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
RJ
SS
DS

ISSUED FOR CONSTRUCTION

09.01.23 06.30.23 BUILDING PERMIT SUBMITTAL

07.28.23 BUILDING PERMIT SUBMITTAL 02

09.01.23 ISSUED FOR CONSTRUCTION
1/8" = 1'-0"
M204 ROOF PLAN - EOC WING

CARLSBAD EOC WING RENOVATION
2560 ORION WAY
CARLSBAD, CA 92010
SCALE: 1/8" = 1'-0" M204
1 PROPOSED ROOF PLAN EOC WING

KEYNOTES KEYNOTES
1 2
3 4

GENERAL NOTES GENERAL NOTES

1. PATCH AND REPAIR ALL UN -USED OPENINGS TO MATCH ADJACENT CONSTRUCTION. (E) AC UNIT AND FACTORY CURB.
(E) EXHAUST FAN TO REMAIN.
(E) GRAVITY INTAKE TO REMAIN.
(E) FLUE VENT.

FRESH AIR INTAKE SHALL BE MINIMUM 10 FT AWAY FROM ALL EXHAUST OUTLETS, PLUMBING VENTS AND FLUES.
(N) OUTDOOR HEAT PUMP UNIT ON (N) PLATFORM. SEE MOUNTING DETAIL ON 5 / M801 .

REFRIGERANT PIPES AND ELECTRICAL CONDUITS DOWN THRU ROOF.

SEE M203 FOR CONTINUATION.
5 6
7 0' 4' 8' 16' 32' N
SCALE: 1/8" = 1' -0" (1:96)
WALL
3/4" CONDENSATE DRAIN FROM A/C UNITS
1" COPPER COUPLING

CHROME PLATED ESCUTCHEON
1 1/2" TRAP ARM
1" COPPER ELBOW COPPER TO INCH PIPE
SIZE

LAVATORY

OR SINK
TEE
1 1/2" TAILPIECE
1 1/2" 'P' TRAP
2NO SCALE DIFFUSER AND GRILLE MOUNTING
1NO SCALE T'STATS, SENSORS AND SWITCHES ADA MOUNTING

ACOUSTICAL FLEX DUCT
5'-0" LENGTH MAX

VOLUME DAMPER

CEILING SQUARE NECK

CEILING DIFFUSER

METAL STRAP
4" WIDE SHEET
45^
ATTACH TO DIFFUSER W/ #10 SMS
12 GAGE 1-1/2" SHEET METAL STRAP
PROVIDE 1/2" SLACK (TYP. 2) ROUND NECK
12 GA WIRE
2" WIDE x4" LONG x
48" MAX.

OUTLET OR SWITCH BOX

BOTTOM OF
15" MIN.

SWITCH, OUTLET,

CONTROL BOX

TOP OF THERMOSTAT,
48" MAX.
20" MAX.

UNOBSTRUCTED FORWARD REACH
OBSTRUCTED HIGH FORWARD REACH (a) OBSTRUCTED HIGH FORWARD REACH (b) 44" MAX.

SWITCH, OUTLET,

TOP OF THERMOSTAT,

SWITCH, OUTLET,

CONTROL BOX

TOP OF THERMOSTAT,
>10"-24" MAX.
34" MAX.

F.F.L.
46" MAX.

SWITCH, OUTLET,

CONTROL BOX

TOP OF THERMOSTAT, UNOBSTRUCTED SIDE REACH
10" MAX.
34" MAX.

F.F.L.
48" MAX.

SWITCH, OUTLET,

CONTROL BOX

TOP OF THERMOSTAT,
OBSTRUCTED HIGH SIDE REACH (a) OBSTRUCTED HIGH SIDE REACH (b) 3NO SCALE CEILING MOUNTED RETURN GRILLE BOOT DETAIL
(E) STRUCTURE ABOVE
12 GA STEEL STRAP

WHERE A HIGH FORWARD REACH IS OVER AN

OBSTRUCTION, THE CLEAR FLOOR SPACE

SHALL EXTEND BENEATH THE ELEMENT FOR

A DISTANCE NOT LESS THAN THE REQUIRED
REACH DEPTH OVER THE OBSTRUCTION.
>20"-25" MAX.
27" MIN.
27" MIN.

REFER TO 2019 CBC 11B-308.2 AND 11B-308.3
F.F.L F.F.L F.F.L
20" X 20" NECK SIZE
MIN. LENGTH 4 FT.

BLACK

MUST BE COATED

ACOUSTICAL LINER

ACOUSTIC DUCT LINER
1", 1-1/2 LBS. DENSITY STRAP HANGER
20 GA. GALV.

CEILING TILE
19" x12" 20"X20"
24" X 24" RETURN GRILLE (CR-1)

0.157" Ø HILTI XU W/ 1 1/4" MIN. EMBED. AT
CONCRETE FILLED DECK (ICC ESR-2269),
#10 SMS AT BARE METAL DECK

CEILING SUPPORT PER ARCHITECTURAL
DRAWINGS. TYPICAL
NOTE:

1. THE ELBOW CONNECTION TO THE TERMINAL DEVICE/ REGISTER IS REQUIRED TO HAVE A BEND NOT RADIUS BE LESS THAN ONE DUCT DIAMETER.

SEE NOTE 1. ROOF

CANT STRIP SET IN MASTIC
2" MIN

BASE FLASHING

COUNTER FLASHING

FLASHING RECEIVER

SHEET METAL

ENCLOSURE SLOPE

FOR DRAINAGE
MINIMUM 4" CLEARANCE
FROM PIPE TO TOP OF CURB.

MINIMUM 2" BETWEEN PIPES.

SHEET METAL COLLAR

SLOPE PIPES AWAY

FROM HOOD

FASTENERS
APPROXIMATE 8" O.C.
4" X 4" TREATED

RED WOOD
8NO SCALE REFRIGERANT PIPES THRU ROOF DETAIL
4NO SCALE WALL-MOUNTED FAN COIL UNIT
5NO SCALE OUTDOOR HEAT PUMP MOUNTING
HP
13 MAX. WT. = 315 LBS
GALV. UNISTRUT P1000
CHANNEL (TYP. 2.)
3/16" THK X 3" WIDE
GALV. BENT PLATE TYP.
1/2" HEX HEAD BOLT W/
UNISTRUT P1010

SPRING NUT

20. GA. CAP SHEET
3/8" Ø GALV. BOLT W/
UNISTRUT SPRING NUT.
(MIN. 1 @ EA. LEG, 4 TOTAL.)
1-1/2"
2"

SECTION AA
1/2" THICK NEOPRENE
ISOLATOR PAD. TYP. 4 PLAN
A A

LEVEL SURFACE
MAX. WT. = 50 LBS
FC
13 FC
14 52" MIN.
36" MIN.
#10 @ 12" TYP.

ROOFING CANT. SEE ARCH DETAIL
3" MIN.
9"MAX.
1-#10 EA. VERT. STUD
FLANGE TYP.
400T150-54 TYP.

TOP & BOTTOM
18 GA. SHEET 4 SIDES W/ #10
@ 8" ALL SUPPORTS
2 - #10 @ EA. MTL. DECK RIB
400S162-54 @16", TYP.

FINISHED ROOF LEVEL
250S162-54 @ 16", TYP.
250T150-54 TYP. W/ 2-#10 EA. VERT. STUD
W/ 2-1/4" SMS TO STUD.
6NO SCALE BRANCH DUCTWORK CONNECTIONS / DUCT TAKEOFF
DESIGNER'S NOTES:

1. THE SUPPLY REGISTER TAKE-OFF MAY BE USED FOR UP UP TO 25% OF THE MAIN DUCT CFM. THE BRANCH DUCT TAKE-OFF
MAY BE USED FOR UP TO 15% OF THE MAIN DUCT CFM ANYTIME
AND UP TO 40% WHEN THE MAIN DUCT VELOCITY IS 1000 FPM (5 M/S) OR LESS. THE AIR SPLIT DUCT TAKE-OFF SHALL BE USED IN ALL OTHER CASES AND MAY BE USED AT ANYTIME.

2. SHOW VOLUME DAMPERS ON FLOOR PLANS.

PLAN VIEW

AIR SPLIT DUCT TAKE-OFF

MAIN SUPPLY
DUCT

TURNING VANES

MAIN SUPPLY DUCT

PLAN VIEW

SUPPLY REGISTER TAKE-OFF

ROD OR LINKAGE

ADJUSTABLE METAL

TOP REGISTER
135°
W/4 OR
1\d
d
d
1\d
4" MIN

ROUND BRANCH DUCT CONNECTION

ROUND MAIN DUCT

CONICAL BRANCH DUCT CONNECTION
45°

OPENING CUT
W

RECTANGULAR TO ROUND

LOW-LOSS FITTING

RECTANGULAR TO RECTANGULAR

LOW-LOSS FITTING

ROUND TOP TAKE-OFF FROM

RECTANGULAR DUCT

MANUAL VOLUME

DAMPERS ON FITTING
(TYP.)

BRANCH FLEX OR SPIRAL DUCT

ATTACH WITH SHEET

METAL SCREWS AND SEAL

WITH MEDIUM PRESSURE

DUCT SEALER

SUPPLY, RETURN

OR EXHAUST

AIR MAIN

ATTACH WITH SHEET METAL

SCREWS AND SEAL WITH MEDIUM

PRESSURE DUCT SEALER
VOLUME EXTRACTOR; ADJUSTABLE

FROM FULLY CLOSED POSITION TO

CFM NOTED ON FLOOR PLANS

SEE FLOOR PLAN

FOR SPLIT DIMENSION

SUPPLY REGISTER OR

BRANCH DUCT

PROVIDE VOLUME

DAMPER WHEN

SHOWN ON FLOOR
PLANS
SQUARE ELBOW SHOWN.

PROVIDE ROUND ELBOW

WHEN SHOWN ON FLOOR
PLANS

SUPPLY, RETURN

OR EXHAUST

AIR MAIN

ATTACH WITH SHEET METAL

SCREWS AND SEAL WITH

MEDIUM PRESSURE DUCT
SEALER
D"
1D"
X" x Y"

TRANSITION

TO ROUND

RECTANGULAR
D"
2D"
2 1D"

ROUND TO
2D"

TRANSITION
ROUND

DUCT RUN

CONTINUING

THIS PORTION FOR
1D"
3D"
1 3
1D"
45° LATERAL
D"
D"
7NO SCALE CONDENSATE DRAIN TO LAVATORY TAILPIECE CONNECTION NOTE: SEE SHEET M002 FOR AIR DISTRIBUTION SCHEDULE
11 NO SCALE ELECTRONIC BALANCING DAMPER FOR INACCESSIBLE CONDITIONS

MODEL EBD

ELECTRONIC BALANCING

DAMPER RIGID ACOUSTIC

DUCTWORK

FLEXIBLE DUCTWORK

CEILING DIFFUSER

IN-WALL MOUNTING
BOX

MODEL EDB-WALL

WALL UNIT

MODULAR

CONNECTOR

BATTERY POWERED HAND

HELD CONTROLLER WITH LCD
POSITION INDICATOR.

PLENUM RATED FIVE
(5) CONDUCTOR WIRE

YOUNG REGULATOR

1. 2.

3. NOTES:

THE MAX. PERMISSIBLE SAG SHALL BE 1/2" PER FOOT OF SPACING BETWEEN SUPPORTS.

LONG HORIZONTAL FLEXIBLE DUCT RUNS WITH SHARP BEND SHALL HAVE ADDITIONAL

SUPPORTS BEFORE AND AFTER THE BEND APPROXIMATELY ONE DUCT DIAMETER FROM

THE CENTERLINE OF THE BEND

DUCT SHOULD EXTEND STRAIGHT FOR SEVERAL INCHES FROM A CONNECTION BEFORE

BENDING
A - A
STRAP 1 1/2" MIN x 22 GA
A
A

FLEXIBLE DUCT
SAG
SEE NOTE 1
10 NO SCALE FLEXIBLE DUCT SUPPORT
5'-0" MAX.

4. ALL DUCTS TO BE SUPPORTED PER SMACNA STANDARDS (I NCLUDING SMACNA SEISMIC STDS) SEE NOTE 4

FLEXIBLE DUCT CANNOT BE USED AS A REPLACEMENT OF RIGID ELBOWS (ONLY AN ELBOW CONNECT TO A TERMINAL DEVICE/ REGISTER IS ACCEPTABLE).

5. STEEL BEAM PER STRUCT. DWGS.
(2) #12 SMS AT 12" O.C.
(MIN 2 AT EA CORNER), TYP

CEILING

FAN COIL UNIT
METAL STUD WALL. SEE
ARCH DWGS.
#12 SMS AT EA. CORNER

TO BACKING CHANNEL

FACTORY-SUPPLIED

MOUNTING BRACKET
6" MIN.

CLEARANCE

BACKING CHANNEL
PER ARCH. DET.

OPTIONAL MODEL
EBD-301 RECESSED
CEILING UNIT.
22X098.00
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
RJ
SS
DS

ISSUED FOR CONSTRUCTION

09.01.23 06.30.23 BUILDING PERMIT SUBMITTAL

07.28.23 BUILDING PERMIT SUBMITTAL 02

09.01.23 ISSUED FOR CONSTRUCTION

NO SCALE
M801 DETAILS

CARLSBAD EOC WING RENOVATION
2560 ORION WAY
CARLSBAD, CA 92010
1NO SCALE RECTANGULAR DUCT SUPPORT
1"MIN.

TYP.
3".

MAX.
1" MIN
1" 1"
1"
1"
1" 1"
EQ. EQ. 1"
1". 1".
2"
2" MI N .
2"
2NO SCALE DUCT HANGER SUPPORT AT BARE METAL DECK
3NO SCALE RIGID ROUND DUCT SUPPORT 6NO SCALE DUCT HANGER AT STEEL SUPPORTS 2 -
2 -
2 -
2 -

BEAM CLAMP,
TYP.
12 GAGE SOLID

CHANNEL

HEX NUT, STRUT
NUT & 1 5/8"x1/4" SQ.

WASHER
CASE-A

CASE-B CASE-C

THREADED ROD

STEEL BEAM

STEEL BEAM
CLAMP
NOTE:

BEAM CLAMP USED FOR

HANGERS ONLY
3/8"Ø BOLT
FILLER STL. PL.

AS REQUIRED

FOLDED STRAP
STRAP

STEEL BEAM

C-TYPE BEAM
CLAMP

HEX NUTS

RESTRAINING STRAP SHALL BE LISTED
FOR USE WITH A C*-TYPE CLAMP OR

SHALL BE STEEL STRAP OF NOT LESS
THAN 16 GA THICKNESS AND NOT
LESS THAN 1" WIDE

THREADED ROD

STEEL BEAM
NOTE:

LOCK NUTS OR EQUIVALENT SHALL BE PROVIDED TO PREVENT

LOOSENING OF THREADED CONNECTIONS

1. 2.

3. NOTES:

DUCTS SHALL BE EQUIPPED WITH TIGHT-FITTING

CIRCULAR BANDS EXTENDING AROUND THE ENTIRE

PERIMETER OF THE DUCT AT EACH SPECIFIED SUPPORT
INTERVAL.

CIRCULAR BANDS SHALL BE NOT LESS THAN 1 INCH

WIDE NOR LESS THAN EQUIPMENT TO THE GAUGE OF
THE DUCT MATERIAL IT SUPPORTS.

EACH CIRCULAR BAND SHALL BE PROVIDED WITH MEANS

OF CONNECTIONS TO THE SUSPENDING
SUPPORT.

DUCT DIAMETER MAX. SPACING

STRAP AND THREADED ROD HANGER SCHEDULE FOR ROUND DUCT

ROD STRAP BAND
10" Ø OR LESS 8'-0" FT 3/8" Ø
11" Ø TO 18" Ø 8'-0" FT
1" x 22 GA
3/8" Ø 1" x 20 GA
1" x 22 GA
1" x 20 GA STRAP PER
SCHD.

THREADED ROD
PER SCHD.

BAND SEE SCHD. &
NOTES

METAL DECK
18 GA MIN.

STRAP
STRAP
3/8"Ø BOLT

METAL DECK
18 GA MIN.

L3x2x12 GA LLV
SEE SCHD. FOR

NUMBER OF SCREWS

THREADED ROD
L3x2x12GA LLV
CONT. OVER 3 FLUTES W/
(3) #12 TEK SCREWS (ICC
ESR-1976)(3) #12 TEK
SCREWS (ICC ESR-1976)
3/8"Ø THRU

FOLDED STRAP

CASE B CASE C CASE A CASE D
SMS PER SCHD.

SMS PER SCHD.

MTL. DECK
18 GA MIN.
3/8"Ø BOLT
STRAP

FOLDED STRAP

SEE CASE C
3/8"Ø BOLT

FOLDED STRAP

SEE CASE C
L3x3x12 GA x 3" LLV
L3x2x12GA LLV
CONT. OVER 2 FLUTE FOR
(4) SCREWS PATTERN.

CONT. OVER 3 FLUTE FOR
(6) SCREWS PATTERN.

L3x2x12GA LLV
CONT. OVER 2 FLUTE FOR
(4) SCREWS PATTERN.

CONT. OVER 3 FLUTE FOR
(6) SCREWS PATTERN.

MAX. HALF OF
DUCT

PARAMETER
30"
PAIR AT 8'-0"

SPACING
PAIR AT 5'-0"

SPACING
PAIR AT 4'-0"

SPACING
72" 96" 120"
2 #10 SMS
2 #10 SMS
2 #10 SMS
4 #10 SMS
2 #10 SMS
2 #10 SMS
6 #10 SMS 6 #12 SMS
4 #10 SMS 4 #12 SMS
4 #12 SMS 4 #10 SMS

RECTANGULAR DUCT ATTACHMENT TO METAL DECK SCHEDULE (MINIMUM) DUCT DIAMETER 10" Ø OR LESS

ROUND DUCT ATTACHMENT TO METAL DECK

BARE METAL DECK

ATTACHMENT
2 #10
DIA MORE THAN 10"Ø
2 #10

METAL DECK
18 GA MIN.

MAX. HALF OF
DUCT

PERIMETER
STRAP
PAIR AT 8'-0"

SPACING

STRAP AND THREADED ROD HANGER SCHEDULE
ROD
P/2 = 30" 1"x22 GA 3/8"Ø 1"x22 GA
PAIR AT 5'-0"

SPACING
PAIR AT 4'-0"

SPACING
P/2 = 72"
P/2 = 96"
P/2 = 120"
1"x20 GA
1"x18 GA
1"x16 GA
ROD
3/8"Ø
ROD
3/8"Ø 1"x22 GA
3/8"Ø
1/2"Ø
1/2"Ø
1"x22 GA
1"x20 GA
1"x18 GA
3/8"Ø
1/2"Ø
1/2"Ø
3/8"Ø 1"x22 GA
1/2"Ø 1"x22 GA
1/2"Ø 1"x20 GA
STRAP PER SCHD.

DUCT STRAP HANGER DUCT ROD HANGER
ROD PER SCHD.

CHANNEL 12GA x 1 5/8" x 1 5/8" FOR
P/2=30 AND P/2=72.

CHANNEL 12GA x 1 5/8" x 3 1/4" FOR
P/2=96
L3x3x1/4 FOR P/2=120
60" MAX

STRAP PER

SCHEDULE
2- #10 SMS
BOTTOM TYP.
2- #10

DUCT STRAP HANGER W/ LOOP

STRAP STRAP
2- #10 SCREWS
WITHIN 2" OF TOP

OF DUCT
2- #10 SCREWS
WITHIN 2" OF TOP

OF DUCT
2- #10 2- #10 2- #10
60" MAX
#12 TEK SCREWS (ICC ESR-1976)
@ 12" O.C.

ALL DUCTS TO BE SUPPORTED PER SMACNA STANDARDS (INCLUDING SMACNA SEISMIC STDS)

ALL DUCTS TO BE SUPPORTED PER SMACNA STANDARDS (INCLUDING SMACNA SEISMIC STDS) 5/8" ALL THREAD ROD
SUPPORT INTERVAL:
6 FT O.C. MAXIMUM
10 NO SCALE REFR. PIPE HANGER SUPPORT
P1001 AW
4"
MIN.
(TYP.)

INSULATED REFRIGERANT PIPES
U-BOLT
(TYP.)
2 -
2 -

PLATE WASHER
P1064 ABOVE AND
BELOW P1001 (TYP.)

NUT & WASHER
1/4"∅ BOLT,
22X098.00
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
RJ
SS
DS

ISSUED FOR CONSTRUCTION

09.01.23 06.30.23 BUILDING PERMIT SUBMITTAL

07.28.23 BUILDING PERMIT SUBMITTAL 02

09.01.23 ISSUED FOR CONSTRUCTION

NO SCALE
M802 DETAILS

CARLSBAD EOC WING RENOVATION
2560 ORION WAY
CARLSBAD, CA 92010
2NO SCALE SPLIT SYSTEM PIPING DIAGRAM
RBM-BY55UL 3/4:3/8
5/8:3/8
COMMUNICATION LINE (ODU-IDU / ODU-ODU) : TWISTED, STRANDED AND SHIELDED AWG 18 X 2C COMMUNICATION LINE(REMOTE CONTROLLER) : TWISTED AND STRANDED AWG 22 X 3C

GROUND SHIELD WIRE AT ODU ONLY
NOTE : POLARITY MATTERS: ALWAYS CONNECT 'A' TO 'A' AND 'B' TO 'B' NOTE :

POWER WIRING, BREAKER SIZE, AND DISCONNECTS SHOULD FOLLOW LOCAL CODE AND NEC. MULTI-FRAME OUTDOOR UNITS REQUIRE A SEPARATE POWER CONNECTION FOR EACH FRAME.REFER TO THE MOST UP-TO-DATE SUBMITTAL SHEETS FOR APPLICABLE ELECTRICAL DATA.

FC
13 HP
13 FC
14 5/8:3/8

INDOOR UNIT
A B
U1 U2 A B
U1 U2 U3 U4

INDOOR UNIT
U1 U2 A B
A B

COMMUNICATION WIRING BETWEEN INDOOR AND OUTDOOR UNITS (SHIELD WIRE)

COMMUNICATION WIRING BETWEEN INDOOR UNITS (SHIELD WIRE) REMOTE

CONTROL
RBC-AMS54E-UL
REMOTE

CONTROL
RBC-AMS54E-UL
MMK-UP0301HP-UL MMK-UP0301HP-UL

OUTDOOR UNIT
MCY-MAP0607HS-UL

INDOOR UNIT
MMK-UP0301HP-UL

INDOOR UNIT
MMK-UP0301HP-UL
1NO SCALE SPLIT SYSTEM CONTROL DIAGRAM
FC
13 FC
14 HP
13 22X098.00
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
RJ
SS
DS

ISSUED FOR CONSTRUCTION

09.01.23 06.30.23 BUILDING PERMIT SUBMITTAL

07.28.23 BUILDING PERMIT SUBMITTAL 02

09.01.23 ISSUED FOR CONSTRUCTION

NO SCALE
M821 CONTROL DIAGRAMS

CARLSBAD EOC WING RENOVATION
2560 ORION WAY
CARLSBAD, CA 92010

PLAN OR DETAIL NUMBER

PLAN OR DETAIL NAME

PLAN OR DETAIL SCALE

DETAIL REFERRED TO BY SECTION CUT

SHEET DETAIL IS LOCATED ON
NAME
1 VIEW NAME
1/8" = 1' -0"
1 M101
1 4
3 2

SIM SIM

INDICATES SIMILAR DETAIL REFERENCED

IN MULTIPLE LOCATIONS

LEVEL NAME
10' -0" HEIGHT ABOVE
PROJECT 0' -0"
1 INDICATES NOTE USED TO DESCRIBE

ADDITIONAL INFORMATION ABOUT

WORK REQUIRED, SPECIFIC TO THE

SHEET AND/OR DETAIL

NO R HT

INDICATES DIRECTION OF TRUE NORTH

VIEW KEY
LINE TYPE AND TAG KEY:

NEW WORK BY THIS CONTRACTOR (WIDE LINE)
NEW

EXISTING TO BE REMOVED (SHORT DASHED PATTERN)

NEW UNDERFLOOR OR UNDERGROUND (LONG DASHED PATTERN)

EXISTING TO REMAIN OR WORK BY OTHERS (NARROW LINE)

EXISTING

EXISTING TO BE REMOVED BY OTHERS (SHORT DASHED PATTERN)

EXISTING UNDERFLOOR OR UNDERGROUND (LONG DASHED PATTERN) HALFTONING DOES NOT MODIFY SCOPE.
'TAG' -E TAGS WITH DASH 'E' INDICATES THE REFERENCED OBJECT IS EXISTING TAG UNDERLINED TAG INDICATES OBJECT IS IN -SCOPE. IF NEW, ADDITIONAL

INFORMATION IS AVAILABLE IN A SCHEDULE, MATERIAL LIST, OR SYMBOL LIST

INDICATES AN EXISTING SYSTEM'S POINT OF CONNECTION/REMOVAL T101
48" MAX.
20" MAX.
44" MAX.
20"-25" MAX.
48" MAX.
15" MIN.
48" MAX.
46" MAX.
10" MAX. 10"-24" MAX.

ADA GUIDELINES - FRONT ACCESS

ADA STANDARDS FOR ACCESSIBLE DESIGN

INSTALL ABOVE COUNTER
DEVICE AT 44" ABOVE
FINISHED FLOOR.

INSTALL ABOVE COUNTER
DEVICE AT 40" ABOVE
FINISHED FLOOR.

INSTALL DEVICE AT 18"
ABOVE FINISHED FLOOR.

ADA GUIDELINES - SIDE ACCESS
INSTALL DEVICE AT 44"
ABOVE FINISHED FLOOR.

INSTALL DEVICE AT 42"
ABOVE FINISHED FLOOR.

INTERMEDIATE METAL CONDUIT

HAZARDOUS MATERIAL

HAND-OFF-AUTOMATIC

ELECTRO-METALLIC TUBING

GROUND FAULT INTERRUPTER

GROUND BUS OR WIRE

GROUND FAULT ALARM

GENERAL CONTRACTOR

ELEVATION/ELEVATOR

DEGREES FAHRENHEIT

CONNECT OR CONNECTION

CLOSED CIRCUIT TELEVISION

CONDUIT ONLY WITH NYLON PULLCORD

DISTRIBUTION SWITCHBOARD

ELECTRICAL CONTRACTOR
90-MINUTE BATTERY CONNECTED TO UNIT

CURRENT TRANSFORMER

AMPERES INTERRUPTING CAPACITY

AVAILABLE FAULT CURRENT

AUTOMATIC TRANSFER SWITCH

ARCHITECT OR ARCHITECTURAL

AMERICAN WIRE GAUGE

AMP FRAME/AMP FUSE

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

ALTERNATING CURRENT

COPPER CU

H HORIZONTAL

ISOLATED GROUND
HERTZ
HOUR
HEATER
HEIGHT

HORSEPOWER
IG
IMC
HAZMAT
HOA
HTR
HT
HR
HP
HZ
GROUND
GAUGE

FEET OR FOOT FEET OR FOOT

FOOTING

GALVANIZED

GARBAGE DISPOSAL
GALV
GC
GND
GFI
GFA
GD
G
FTG
FT
GA

FULL LOAD AMPERE

ELECTRICAL

EMERGENCY

EQUIPMENT

FIRE ALARM

EXISTING

FIXTURE

EXHAUST FAN

EXIST, E
FLA
F
FA
EQUIP
FIXT

EMER, EM
ELECT
ELEV
EMT
EF
EACH

DISCONNECT

DEDICATED OUTLET

DIRECT CURRENT

DISTRIBUTION

COLD WATER

DIAMETER

DRAWINGS
DIST
EA
EB
EC
DWGS
DB
DC
DISC
DIA
CW
CT
D

BREAKER BKR

CONTRACTOR

COAXIAL CABLE

CEILING

CIRCUIT BREAKER

CABLE TELEVISION

CONDUIT WITH WIRE

CONTINUATION

CONCRETE
CONTR
COAX
CONT
CONN
CONC
CO
CLG
CATV
CCTV
C
CB

BACKBOARD

ALUMINUM

BELOW GRADE

AMP TRIP

AMP SWITCH
ARCH
BG
BKBD
ATS
AWG
AT
AS
AL
AFC
AFF
AFG
AIC
AF

AMPERES
AC
A

ON CENTER OC

UNDERGROUND PULL SECTION

TEMPERATURE OR TEMPORARY

SQUARE FEET OR SQUARE FOOT

UNDERWRITERS LABORATORIES

OWNER FURNISHED CONTRACTOR INSTALLED

OWNER FURNISHED OWNER INSTALLED

SWITCHBOARD SWBD
XFMR
UGPS
SWGR
TEMP
TEL
VFD
W/
WP
WT
WH
TYP
VA
UL
UNO
TC
TV

VARIABLE FREQUENCY DRIVE

TRANSFORMER

WEATHER PROOF

WATER HEATER
WITH
WEIGHT

VOLTAMPERE

TIMECLOCK

TELEPHONE

TELEVISION

SWITCHGEAR

UNLESS NOTED OTHERWISE

TYPICAL
VOLTS
SPEC

SQ FT, SF
STRUCT
PLUMB
RGS
SW
SD
RLA
QTY
REC
REF
REQ
PP
PVC
PWR
PNL
PL
PH
PIV
OFOI
PC
PB
OFCI

RIGID GALVANIZED STEEL

REQUIREMENTS

REFRIGERATOR

STRUCTURAL

SPECIFICATION

SMOKE DETECTOR
SWITCH

RATED LOAD AMPERE

QUANTITY

RECEPTACLE, RECESSED

POWER POLE

PILOT LIGHT

PHOTOCELL CONTROL

POLYVINYL CHLORIDE

POST INDICATING VALVE

PLUMBING
PHASE
POWER
PANEL

PULLBOX

KAFC KILO - AMP FAULT CURRENT
MECH
MANUF
MCC
N
NIC
NO
NTS
NL
NEC
NC
MIN
MLO
MTG
MTD
LT
MH
MAX
MC
LV
LTG
LBS
LF
LOC
KVA
KWH
KW

MOTOR CONTROL CENTER

NORMALLY OPEN

NATIONAL ELECTRICAL CODE

MAIN LUGS ONLY

MECHANICAL

NOT IN CONTRACT

NIGHT LIGHT

NOT TO SCALE

NORMALLY CLOSED

NEW, NEUTRAL

MINIMUM

MOUNTING

MOUNTED

KILO-WATT

LOW VOLTAGE

LINEAL FEET

KILO-WATT-HOUR

MANUFACTURER

MOUNTING HEIGHT

MECHANICAL CONTRACTOR

KILO-VOLTAMPERE
LIGHT

MAXIMUM

LIGHTING
POUNDS

LOCATION

JB JUNCTION BOX

FF FURNITURE FEED, FINISHED FLOOR

KCM KILO - CIRCULAR - MIL

MOCP MINIMUM OVERCURRENT PROTECTION

RM ROOM

CIRCUIT CKT

BELOW BEL

RELOCATED EQUIPMENT ER

R REMOVE

RR REMOVE AND RELOCATE
V

FIRE SMOKE DAMPER FSD

J-BOX JUNCTION BOX

UNDERGROUND UG
ABBREVIATIONS AND DESCRIPTIONS: DEMOLITION NOTES:

1. IN GENERAL, THE DEMOLITION PLAN SHOWS ALL EXISTING EQUIPMENT TO BE REMOVED;

HOWEVER, ELECTRICAL EQUIPMENT, PANELBOARDS, FIXTURES AND DEVICES, WHETHER

SHOWN ON THIS DRAWING OR NOT THAT IS LOCATED IN REMOVED WALLS, FLOORS OR CEILINGS SHALL BE REMOVED UNLESS OTHERWISE NOTED.

2. THE CONTRACTOR SHALL VISIT THE SITE SPECIFICALLY INCLUDING ALL AREAS INDICATED ON THE DRAWINGS. HE SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THESE EXISTING

CONDITIONS, AND BY SUBMITTING A BID ACCEPTS CONDITIONS UNDER WHICH HE WILL BE REQUIRED TO PERFORM HIS WORK.

3. IT SHALL BE THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO DISCONNECT AND

REMOVE ALL EXISTING LIGHTING FIXTURES, RECEPTACLES, ELECTRICAL PANELBOARDS, EQUIPMENT, ETC., AFFECTED BY THE REMODELED AREA. THIS WILL INCLUDE REROUTING,

OR THE EXTENSION OF EXISTING CONDUIT AND FEEDERS WHERE NECESSARY TO MAINTAIN THE CONTINUITY OF EXISTING EQUIPMENT REMAINING.

4. ALL CIRCUIT NUMBERS AND EXISTING CONDUIT HOMERUNS SHOWN ON THESE DRAWINGS WERE TAKEN FROM EXISTING RECORD DRAWINGS. IT IS THIS CONTRACTOR'S

RESPONSIBILITY TO VERIFY LOCATIONS OF HOMERUNS, AND ADJUST CIRCUIT NUMBERS ACCORDING TO EXISTING CONDITIONS IF REQUIRED.

5. EXISTING CONDUIT FEEDS UP THROUGH FLOOR SHALL BE CUT OFF AND PLUGGED FLUSH WITH FLOOR WHERE EXISTING WALLS, ETC., ARE REMOVED. REMOVE CONDUCTORS FROM THIS POINT BACK TO LAST OUTLET REMAINING IN SERVICE.

6. WHERE EXISTING WALLS HAVE BEEN REMOVED, AND THERE ARE EXISTING CONDUIT

FEEDS WHICH HAVE BEEN CUT -OFF AND CAPPED FLUSH WITH FLOOR, IT IS THE

CONTRACTOR'S RESPONSIBILITY TO IDENTIFY AND DIMENSION ALL SUCH CONDUITS ON THE "AS -BUILT" DRAWINGS UNLESS OTHERWISE NOTED.

7. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO MAINTAIN CONTINUITY OF ALL ELECTRICAL SYSTEMS, EQUIPMENT, ETC., REMAINING IN OPERATION WHICH ARE BEING FED BY AN ABANDONED OUTLET. MAINTAINING CONTINUITY SHALL CONSIST OF REROUTING CONDUIT, WIRING, ETC., AS REQUIRED.

8. ALL ELECTRICAL FIXTURES, OUTLETS, DEVICES, ETC., THAT ARE REMOVED, SHALL BE

REMOVED COMPLETELY, INCLUDING CONDUIT AND WIRING BACK TO THE PANELBOARD OR TO THE LAST FIXTURE, OUTLET, DEVICE, ETC., REMAINING IN SERVICE.

9. EXISTING CIRCUITS WHICH ARE REMOVED AND NOT REUSED SHALL BE IDENTIFIED ON THE PANEL SCHEDULE AS "SPARE".

10. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE OWNER PRIOR TO

REMOVAL OF EXISTING ELECTRICAL EQUIPMENT, AND TURN OVER REMOVED EQUIPMENT THAT THE OWNER REQUESTS IN AN "AS - FOUND" CONDITION. EQUIPMENT THAT IS TO BE TURNED OVER SHALL BE BOXED AND TAGGED TO IDENTIFY THE SPECIFIC EQUIPMENT.

11. WHERE NEW CIRCUITS ARE SHOWN TO EXISTING PANELS, INSTALL NEW BREAKERS (MINIMUM 20 AMP, SINGLE POLE) AS CALLED FOR ON DRAWINGS. IDENTIFY EACH NEW CIRCUIT ON PANEL SCHEDULE.

12. EXISTING CONDUIT MAY BE REUSED IF ADEQUATELY SIZED.

13. IN SOME INSTANCES, IT MAY BE NECESSARY FOR THE ELECTRICAL CONTRACTOR TO TEMPORARILY RELOCATE, REROUTE, ETC., EXISTING ELECTRICAL EQUIPMENT. THIS SHALL

BE DONE SO THAT THE SYSTEMS IN ALL PHASES (THOSE COMPLETED AND THOSE YET TO

BEGIN), ARE IN COMPLETE OPERABLE, CONDITION AS CONSTRUCTION PROCEEDS THROUGH EACH PHASE.

14. WHERE NEW CIRCUITS ARE SHOWN CROSSING PHASING BOUNDARIES (I.E., CORRIDOR LIGHTING, ETC.) THIS CONTRACTOR SHALL CONNECT ALL EQUIPMENT, FIXTURES, ETC., IN THE PHASE WHICH IS THEN UNDER CONSTRUCTION. CONTRACTOR SHALL STUBOUT ALL REQUIRED CONDUIT AND WIRING ACROSS PHASE BOUNDARIES; THEN PICK UP AND EXTEND THESE CONDUIT RUNS WHEN CONSTRUCTION BEGINS IN THE ADJACENT PHASE.

15. DURING EACH PHASE OF DEMOLITION, ALL CIRCUITS FROM EXISTING PANELS WHICH FEED

AREAS OUTSIDE THE BOUNDARIES OF THAT PHASE, SHALL BE MAINTAINED AS COMPLETED & OPERABLE SYSTEMS.

16. PANELS OF TERMINAL CABINETS WHICH ARE LOCATED IN A WALL THAT IS TO BE

DEMOLISHED, SHALL REMAIN IN AN OPERATIVE CONDITION UNTIL ALL AREAS FED BY THE RELATED PANELS HAVE BEEN DEMOLISHED. THIS CONTRACTOR SHALL PROVIDE AND INSTALL ALL EQUIPMENT REQUIRED TO TEMPORARILY SUPPORT PANELS. PANELS MAY BE

TEMPORARILY FREESTANDING, MOUNTED IN TEMPORARY PORTION OF WALLS TO BE DEMOLISHED LATER, ETC. CHECK WITH ARCHITECT AND ENGINEER FOR APPROVAL OF SUPPORTS. IT SHALL ALSO BE THIS CONTRACTOR'S RESPONSIBILITY TO RELOCATE AND

RECONNECT ALL CIRCUITS ON A TEMPORARY BASIS IF THE PANELS, TERMINAL CABINETS, ETC., CONFLICT WITH THE NEW CONSTRUCTION PHASES, AND THEN REMOVED AFTER COMPLETION OF PHASES.

17. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION AND REPAIR OF EXISTING

SURFACES, AREAS, AND PROPERTY THAT MAY BE DAMAGED AS A RESULT OF ANY ELECTRICAL DEMOLITION AND/OR NEW WORK.

18. ALL ABANDONED OUTLETS INCLUDING LIGHT, RECEPTACLES, TELEPHONE, ETC., SHALL BE

COVERED AND PATCHED TO MATCH THE FINISH OF SURROUNDING WALL OR CEILING TO THE SATISFACTION OF THE OWNER.

19. ALL ELECTRICAL EQUIPMENT, PANELBOARDS, LIGHTING FIXTURES AND WIRING DEVICES

REMOVED TO ACCOMPLISH DEMOLITION WORK SHALL BE REINSTALLED SIMILAR TO NEW WORK, U.O.N.

20. DASH LINE SYMBOLS SHOWN ON DEMOLITION PLAN ARE TO BE REMOVED.

SWITCH - SINGLE POLE

OC OCCUPANCY SENSOR - DUAL TECHNOLOGY

PHOTOCELL PC

LINEAR LUMINAIRES

TROFFER

DOWNLIGHT LUMINAIRE

INDUSTRIAL LUMINAIRE

SINGLE FACE EXIT SIGN

DOUBLE FACE EXIT SIGN

EMERGENCY UNIT

DISCONNECT

FLOOR BOX - DUAL COMPARTMENT

FLOOR BOX - DUPLEX RECEPTACLE

JUNCTION BOX J
J

ELECTRICAL CONNECTION E
E

PANELBOARD - SURFACE MOUNT

PANELBOARD - RECESS MOUNT

FUSED DISCONNECT SWITCH
DUPLEX RECEPTACLE, 125V
DUPLEX GFI RECEPTACLE, 125V
DUPLEX GFI WEATHERPROOF RECEPTACLE 125V W
QUAD RECEPTACLE, 125V
QUAD GFI RECEPTACLE, 125V
SYMBOL: DESCRIPTION:

TRANSFORMER

DUPLEX RECEPTACLE CONTROLLED BY

OCCUPANCY
O
QUAD GFI WEATHERPROOF RECEPTACLE, 125V
W

QUAD RECEPTACLE CONTROLLED BY

OCCUPANCY
O
F

ELECTRICAL SYMBOL LIST
RECEPTACLE, 6-20R, 250V

NORMAL BRANCH LUMINAIRE

EMERGENCY (STANDBY) BRANCH LUMINAIRE

LUMINAIRE SYMBOL KEY
SYMBOL: DESCRIPTION:

1. ##-### INDICATES ELECTRICAL EQUIPMENT DEFINED IN ELECTRICAL SCHEDULES OR SPECIFICATION. REFER TO DRAWINGS CONTAINING ELECTRICAL SCHEDULES. PERMANENT

NAMEPLATE SHALL MATCH FINAL EQUIPMENT NOMENCLATURE, NOT ELECTRICAL EQUIPMENT TAG NAME, REFER TO SPECIFICATIONS.

2. {L###} INDICATES THE LIGHTING SEQUENCE OF OPERATION FOR THE SPACE. REFER TO THE LIGHTING SEQUENCE OF OPERATION MATRIX ON SHEET E500.

3. "NL" INDICATES LUMINAIRE IS UNSWITCHED FOR NIGHT LIGHT.

4. "SE" INDICATES LUMINAIRE IS SWITCHED/CONTROLLED DURING NORMAL OPERATION AND OPERATES FROM EMERGENCY BATTERY PANEL UPON LOSS OF POWER.

5. SHADED LUMINAIRE OR DEVICE INDICATES LUMINAIRE O R DEVICE IS CONNECTED TO AN EMERGENCY CIRCUIT.

LUMINAIRE KEY:

DEVICE KEY:

ELECTRICAL MOUNTING SUBSCRIPT KEY:

A MOUNT AT +6" TO CENTERLINE ABOVE COUNTER OR BACKSP LASH

C MOUNT AT CEILING

H MOUNT ORIENTED HORIZONTALLY

L MOUNT IN CASEWORK

M MOUNT IN MODULAR FURNITURE

R MOUNT IN SURFACE RACEWAY
ELECTRICAL GENERAL NOTES:

LUMINAIRE
F1 = FIXTURE TAG
1 = CIRCUIT NUMBER
a = SWITCH DESIGNATION
NL = SUBSCRIPT (IF APPLICABLE)
*IF LABEL IS ORIENTED HORIZONTALLY A SLASH WILL SEPARATE THIS INFORMATION. EX: F1 / 1 / a / NL
DEVICE A = MOUNTING (IF APPLICABLE)
1 = CIRCUIT NUMBER
*IF LABEL IS ORIENTED HORIZONTALLY A SLASH WILL SEPARATE THIS INFORMATION. EX: A / 1

1. THE COMPLETE INSTALLATION SHALL BE IN ACCORDANCE WITH THE ADA STANDARDS FOR ACCESSIBLE DESIGN. REFER TO THE ADA GUIDELINES FOR ALL CONFIGURATION DETAIL ON THIS PAGE FOR ADDITIONAL INFORMATION.

2. CIRCUIT NUMBERS ARE SHOWN FOR CIRCUIT IDENTIFICA TION. CIRCUITING SHALL AGREE WITH NUMBERING ON THE PANEL PROVIDED. COMMON NEUTRALS MAY NOT BE USED FOR BRANCH CIRCUITS. BALANCE THE LOAD ON PANEL AS EVENLY AS POSSIBLE BETWEEN EACH PHASE.

3. CIRCUITS SERVING EMERGENCY AND EXIT LUMINAIRES W ILL BE RUN IN A SEPARATE RACEWAY FROM ALL OTHER CIRCUITS.

4. FLUSH MOUNT ALL LIGHTING CONTROL DEVICES AT +42" FROM FLOOR (CENTERLINE DIMENSION), EXCEPT WHERE OTHERWISE NOTED. DEVICES MAY BE SURFACE MOUNTED WHEN CONDUIT IS SPECIFIED EXPOSED.

5. FLUSH MOUNT ALL DUPLEX RECEPTACLES AND TECHNOLOG Y OUTLETS AT +18" FROM FLOOR (CENTERLINE DIMENSION), EXCEPT WHERE OTHERWISE NOTED. RECEPTACLES AND OUTLETS MAY BE SURFACE MOUNTED WHEN CONDUIT IS SPECIFIED EXPOSED.

6. ALL MATERIALS USED TO SEAL PENETRATIONS OF FIRE RATED WALLS AND FLOORS SHALL BE TESTED AND CERTIFIED AS A SYSTEM PER ASTM E814 STANDARDS FOR FIRE TESTS OF THROUGH-PENETRATION FIRESTOPS. REFER TO DIVISION 7 FOR ADDITIONAL INFORMATION AND REQUIREMENTS SPECIFIC TO FIRESTOPPING.

7. INSTALL ALL WALL MOUNTED FIRE ALARM NOTIFICATION DEVICES AT 90" ABOVE FINISHED FLOOR OR 6" BELOW THE CEILING, WHICHEVER IS LOWER, EXCEPT WHERE OTHERWISE NOTED. HEIGHT SHALL BE MEASURED TO THE TOP OF THE DEVICE.

8. CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL CEILING MOUNTED DEVICES AND EQUIPMENT WITH LUMINAIRES, SPRINKLER, AND CEILING DIFFUSERS. CENTER ALL DEVICES IN CEILING TILE PATTERN. SMOKE DETECTORS AND OCCUPANCY/VACANCY SENSORS SHALL BE LOCATED NO CLOSER THAN 3 FEET TO AN AIR SUPPLY DIFFUSER OR RETURN GRILLE.

9. CONTRACTOR SHALL VERIFY ALL FURNITURE, MODULAR F URNITURE, AND EQUIPMENT LOCATIONS WITH ARCHITECTURAL PLANS, ELEVATIONS, AND REVIEWED SHOP DRAWINGS.

PRIOR TO MAKING THE ACTUAL ELECTRICAL INSTALLATION, THIS CONTRACTOR SHALL

ADJUST RECEPTACLES, OUTLETS, OR CONNECTION LOCATIONS TO ACCOMMODATE FURNITURE AND/OR EQUIPMENT.

10. ELECTRICAL AND TECHNOLOGY EQUIPMENT SHALL BE MO UNTED TO AVOID IMPEDANCE OF, OPERATION OF, AND/OR ACCESS TO ELECTRICAL AND MECHANICAL EQUIPMENT. ALL

MOUNTING OF ELECTRICAL AND TELECOMMUNICATIONS EQUIPMENT, ON EQUIPMENT

SUPPLIED BY ANOTHER CONTRACTOR, SHALL BE APPROVED IN ADVANCE BY THE OTHER CONTRACTOR.

11. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OPENING S REQUIRED IN WALLS. ALL

OPENINGS SHALL BE REPAIRED TO MATCH EXISTING BY A QUALIFIED CONTRACTOR AT THE EXPENSE OF THIS CONTRACTOR. ALL CONDUITS THROUGH WALLS SHALL BE GROUTED OR SEALED INTO OPENINGS.

12. CONTRACTOR SHALL REMOVE AND REINSTALL ALL CEILING TILES AS REQUIRED FOR THE EXECUTION OF ELECTRICAL WORK. CONTRACTOR SHALL REPLACE CEILING TILES WITH IDENTICAL MATERIAL WHERE DAMAGED BY THIS CONTRACTOR.

13. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN, ELECTRICAL, TECHNOLOGY

AUDIO/VISUAL, AND OTHER ELECTRICAL PLANS FOR EXACT LOCATIONS OF ALL CEILING MOUNTED DEVICES, OTHER THAN SPRINKLERS.

ELECTRICAL INSTALLATION NOTES:

1. EXISTING CONDITIONS ARE SHOWN BASED ON INFORMATI ON OBTAINED FROM FIELD SURVEYS, EXISTING BUILDING DOCUMENTS, AND STAFF. VERIFY EXISTING CONDITIONS AND REPORT ANY CONFLICTS BEFORE PROCEEDING.

2. NOT ALL EXISTING EQUIPMENT, LUMINAIRES, AND COND UIT ARE SHOWN. VERIFY EXISTING CONDITIONS AND REPORT ANY CONFLICTS WITH NEW WORK BEFORE STARTING WORK.

3. FIELD VERIFY THE AVAILABLE CLEARANCES FOR CABLE TRAY, BUSWAY AND CONDUITS BEFORE FABRICATION. RISES AND DROPS MAY BE NECESSARY BECAUSE OF EXISTING FIELD CONDITIONS.

4. EACH CONTRACTOR SHALL FIELD VERIFY ACCESSIBILITY TO THE AREA OF HIS/HER WORK

AND SHALL NOTIFY THE PRIOR TO BIDDING IF OTHER UTILITIES ARE REQUIRED TO BE REMOVED OR RELOCATED TO ALLOW ACCESS TO HIS/HER AREA OF WORK.

5. WHERE EXISTING ELECTRICAL SYSTEMS ARE LOCATED IN AREAS THAT CONFLICT WITH NEW

EQUIPMENT, PIPING, OR DUCTWORK TO BE INSTALLED, EACH CONTRACTOR SHALL EITHER

ARRANGE NEW EQUIPMENT, CONDUIT, OR DUCTWORK IN SUCH A FASHION THAT IT DOES

NOT CONFLICT WITH EXISTING SYSTEMS, OR REWORK EXISTING ELECTRICAL SYSTEMS TO ALLOW FOR INSTALLATION OF NEW EQUIPMENT, PIPING, OR DUCTWORK.

ELECTRICAL RENOVATION NOTES:

THESE NOTES APPLY TO ALL ELECTRICAL SHEETS AND TRADES, INCLUDING BUT NOT LIMITED TO, LIGHTING, POWER, AND SYSTEMS.

BUILDING CODE: CBC 2022 EDITION
FIRE CODE: CFC 2022 EDITION
ELECTRICAL CODE: CALIFORNIA ELECTRICAL CODE 2022
LIFE SAFETY CODE: NFPA 101 2022 EDITION
ENERGY CONSERVATION CODE: CALIFORNIA ENERGY CODE, TITLE 24, 2022

APPLICABLE CODES
CONTRACTOR SHALL COMPLY WITH APPLICABLE CODES AND LOCAL AMENDMENTS.

MATTHEW M . SAMAR
ERE

REENIGNELANOISSEORPD
F
IA
N

OF CALIFOR
STATE

E LACIRTCLE
TSI
GER No. 21648
Exp 9/30/24
10920 VIA FRONTERA, SUITE 200
SAN DIEGO, CA 92127
P: 858.368.3400
The FUTURE . Built Smarter www.imegcorp.com
PROJECT #23000383.00
IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING

COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN
THEREON. SAID DRAWING AND/OR DATA ARE THE
EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE

USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
As indicated
E000 ELECTRICAL COVERSHEET

CARLSBAD EOC WING RENOVATION
Author
Checker

ISSUE FOR CONSTRUCTION

09.01.23 2560 ORION WAY
CARLSBAD, CA 92010

ELECTRICAL SHEET INDEX
E000 ELECTRICAL COVERSHEET
E100 ELECTRICAL SITE PLAN
E201 ELECTRICAL POWER FLOOR PLAN
E202 ELECTRICAL LIGHTING FLOOR PLAN
E300 TITLE 24 FORMS
E400 ELECTRICAL DIAGRAMS
E500 ELECTRICAL SCHEDULES
E700 ELECTRICAL DETAILS
GRAND TOTAL: 8

05.05.23 60% CDs

05.26.23 90% CD SET

06.30.23 BUILDING PERMIT SUBMITTAL

09.01.23 ISSUE FOR CONSTRUCTION
(E) EDBA
853
(N)T/F -EOC
45kVA

AREA OF WORK
1 E201
1 E202
1 (N)PNL - EOC2 (N)
@ROOF
EP1C - 31,33 2
60AF
40AFU
w
(E)PNL - EP1C
3 (N) DIS -"EOC"
HP -13
MATTHEW M . SAMAR
ERE

REENIGNELANOISSEORPD
F
IA
N

OF CALIFOR
STATE

COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN
THEREON. SAID DRAWING AND/OR DATA ARE THE
EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE

USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
1" = 20'-0"
E100 ELECTRICAL SITE PLAN

CARLSBAD EOC WING RENOVATION
Author
Checker

ISSUE FOR CONSTRUCTION

09.01.23 2560 ORION WAY
CARLSBAD, CA 92010
SCALE: 1" = 20'-0" E100
1 ELECTRICAL SITE PLAN

GENERAL NOTES

KEY NOTES

GENERAL NOTES

KEY NOTES
A. THE CONTRACTOR SHALL VISIT THE SITE SPECIFICALLY INCLUDING ALL AREAS INDICATED ON THE DRAWINGS. HE SHALL THOROUGHLY FAMILIARIZE HIMSELF

WITH THESE EXISTING CONDITIONS, AND BY SUBMITTING A BID ACCEPTS CONDITIONS UNDER WHICH HE WILL BE REQUIRED TO PERFORM HIS WORK.

B. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO MAINTAIN CONTINUITY OF ALL ELECTRICAL SYSTEM, EQUIPMENT ETC., REMAINING IN OPERATION WHICH ARE BEING FED BY AN ABANDONED OUTLET. MAINTAINING CONTINUITY SHALL CONSIST OF REROUTING CONDUIT. WIRING ETC., AS REQUIRED.

C. PER CITY POLICY, WIRING IS NOT PERMITTED ON THE ROOF OF A BUILDI NG AND

WIRING ON THE EXTERIOR OF A BUILDING REQUIRES APPROVAL BY THE BUILDING OFFICIAL.

1. REFER TO FEEDER SCHEDULE ON SHEET E400.

2. PROVIDE NEMA 3R, 60A, 2P, 208V FUSED DISCONNECT SWITCH. SIZE FUSE PER EQUIPMENT RECOMMEND. COORDINATE WITH EQUIPMENT FOR EXACT REQUIREMENTS.

3. PROVIDE 2#8 , 1#10 GND IN 3/4"C.
#

05.05.23 60% CDs

05.26.23 90% CD SET

06.30.23 BUILDING PERMIT SUBMITTAL

09.01.23 ISSUE FOR CONSTRUCTION
J J J
JJ
JJJ J
J J J

J J J J
J
mm
10 11 12
G
H
13 J
K
L
14 15 16
136 SF
OFFICE
103
136 SF
OFFICE
104
47 SF
ELECT.

E108
885 SF

COMMUNITY
RISK
102
237 SF

CONFERENCE
ROOM
105
2052 SF
E.O.C.
106
138 SF

CONFERENCE
ROOM
107
147 SF
AV/IT
108
271 SF
ENTRY
100 183 SF
E.O.C.

DIRECTOR
109
607 SF

HALLWAY
101
+36"
+44"
+44"
+36"
+44"
+130"
+130"
E201
2 +66" MONITOR

MONITOR

MONITOR
+66"
+66"

MONITOR
PLOTER
EP1C -12
EP1C -14
EP1C -16
EP1C -18
PA (11) PA (16)
PA (8)
PA (8) PA (15) PA (22)
PA (31)
PA (47)
EOC1 -1
EOC1 -1
EOC1 -1
EOC1 -3
EOC1 -3
EOC1 -3
EOC1 -5 EOC1 -5 EOC1 -7
EOC1 -9
EOC1 -9
EOC1 -11
EOC1 -11 EOC1 -13
EOC1 - 1,3,5
EOC1 - 7,9,11
EOC1 -15
EOC1 -15
EOC1 -15
EOC1 -15
EOC1 -17
EOC2 -64
EOC2 -62
EOC1 -17
EOC1 -17
EOC1 - 13,15,17
EP1C -42

MONITOR MONITOR
EOC2 -67
EOC2 -65
EP1C - 34
EP1C - 32
PRINTER EOC1 - 2

MONITOR

MONITOR MONITOR MONITOR
EOC2 -67 EOC2 -67 EOC2 -67
EOC2 -65 EOC2 -65 EP1C -38 EP1C -38 EOC1 -19
EOC1 -19
EOC1 -19
EP1C -42
EP1C -42
EP1C -42
EOC2 -65
EP1C -36
EP1C -36
EP1C -36
EP1C -38
EP1C - 19,36,38
1 (TYP)
2 EOC2 -21,23,
25,27,29,65
EOC2 -11,13,
15,17,19,65
EOC2 -1,3,
5,7,9,65
2 2
PA
2 EOC2 -45,47,49,
51,53,55,57,67
2 EOC2 -31,33,35,
37,39,41,43,67
2 EOC2 -16,18,20,
22,24,26,28,67
2 EOC2 -2,4,6,8,
10,12,14,67
E201
3 MONITOR
EOC2 -67
(6)
+42"
PA (2)
COPIER
EOC1 -7
EP1C -34
EP1C -40
EP1C -40
EP1C -42
EP1C -34
EP1C -34
EOC1 -17
EP1C -42
EP1C - 40,42
PA +130"
+130"
EP1C -34
+42" EOC1 -2
+42"
J
16 SECURITY ACP
(N)PNL - EOC2
EOC2 - 30,32
EOC2 - 34,36
EOC2 - 38,40
EOC2 - 42,44
EOC2 - 46,48
EOC2 - 50,52
EOC2 - 54,56
EOC2 - 58,60
EOC2 -63 EOC2 -61 EOC2 -61
EOC2 -61
EOC2 -59
EOC2 -59
EOC2 - 59,61,63
EP1C -35,37
FC -14 FC -13
EP1C - 35,37 5
5 10 11
(E) EPU1C
(E)PNL - EL1C
(E)PNL - EP1C
(N)PNL - EOC1
(E)PNL - EPIC -1
(E)PNL - L1B
(E)T/F -ET1C
30kVA
(N)T/F -EOC
45kVA
(N) DIS -"EOC"
MATTHEW M . SAMAR
ERE

REENIGNELANOISSEORPD
F
IA
N

OF CALIFOR
STATE

COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN
THEREON. SAID DRAWING AND/OR DATA ARE THE
EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE

USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
As indicated
E201 ELECTRICAL POWER FLOOR PLAN

CARLSBAD EOC WING RENOVATION
Author
Checker

ISSUE FOR CONSTRUCTION

09.01.23 2560 ORION WAY
CARLSBAD, CA 92010
SCALE: 1/8" = 1'-0" E201
1 POWER FLOOR PLAN

GENERAL NOTES

KEY NOTES
A. ALL EQUIPMENT IS NEW UNLESS NOTED OTHERWISE.

B. LABEL ALL DEVICES AND EQUIPMENT CONNECTIONS WITH CIRCUIT NUMBER AND PANEL.

C. ALL CONDUCTORS RATED 600V OR 250V SHALL HAVE 'THW', 'THHN' OR 'THWN' INSULATION WITH EMT CONDUIT. UNLESS NOTED OTHERWISE.

D. THE CONTRACTOR SHALL COORDINATE ALL EQUIPMENT LOCATIONS WITH

ARCHITECTURAL, MECHANICAL, STRUCTURAL, PLUMBING AND ALL APPROPRIATE DISCIPLINES.

E. THE CONTRACTOR SHALL REVIEW EQUIPMENT MANUFACTURER'S

REQUIREMENTS AND PROVIDE FUSE SIZES AS INDICATED, RELAYS,

CONNECTIONS OR OTHER RELATED WORK TO COMPLETE THE ELECTRICAL SYSTEM.

F. ALL WIRING SYSTEMS SHALL BE PROVIDED WITH CODE REQUIRED EQUIPMENT GROUND CONDUCTOR.

SCALE: 1/4" = 1'-0"
REF: E201
E201
2 ENLARGED RM 108

POWER BRANCH CIRCUIT IN NEW FLOOR DUCT

SCHEDULE
BRANCH

CIRCUIT CABLE
2#12 & 1#12 GND PA

1. PROVIDE JUNCTION BOX WITH FLEXIBLE CONNECTION TO THE FURNITURE SYSTEM. COORDINATE WITH FURNITURE PROVIDER FOR EXACT
REQUIREMENTS.

2. ALL CABLES TO BE RUN THROUGH NEW FLOOR DUCT. PROVIDE DEDICATED CIRCUIT WITH DEDICATED NEUTRAL TO EACH STATION.

3. MOUNT RECEPTACLES ON LADDER RACK. COORDINATE WITH EQUIPMENT FOR EXACT RECEPTACLE NEMA CONFIGURATION.

4. PROVIDE 120V POWER CONNECTION TO SECURITY ACP. COORDINATE WITH EQUIPMENT FOR EXACT REQUIREMENTS.

5. PROVIDE MOTOR RATED MANUAL SWITCH.COORDINATE WITH EQUIPMENT FOR EXACT REQUIREMENTS.
3(TYP)
4 SCALE: 1/4" = 1'-0"
REF: E201
E201
3 ENLARGED ELECTRICAL ROOM

05.05.23 60% CDs

05.26.23 90% CD SET

06.30.23 BUILDING PERMIT SUBMITTAL

09.01.23 ISSUE FOR CONSTRUCTION
OC
OC
OC
OC

OC OC OC

OC OC OC
OC
OC OC
OC
OC
OC
{LD1}
{LD1}
{LD2}
{LD2}
{LD2} {LD2} {LD2}
{LD1}
{LD1}
{LD2}
{LS1}
{LS2}
{LD2}
{LD2} {LD2}
OC
OC
OC
OC

OC OC OC

OC OC OC
OC
OC OC
OC
OC
OC
{LD1}
{LD1}
{LD2}
{LD2}
{LD2} {LD2} {LD2}
{LD1}
{LD1}
{LD2}
{LS1}
{LS2}
{LD2}
{LD2} {LD2}
10 11 12
G
H
13 J
K
L
14 15 16
136 SF
OFFICE
103
136 SF
OFFICE
104
47 SF
ELECT.

E108
885 SF

COMMUNITY
RISK
102
237 SF

CONFERENCE
ROOM
105
2052 SF
E.O.C.
106
138 SF

CONFERENCE
ROOM
107
147 SF
AV/IT
108
271 SF
ENTRY
100 183 SF
E.O.C.

DIRECTOR
109
607 SF

HALLWAY
101
OC
F3 F3
F3 F3
F3 F3
F1 F1 F1 F1
F1 F1 F1 F1
F2E/d F2E
F2/d F2
F2/d F2
F2E/d F2E
F2E/c F2E
F2/c F2
F2/c F2
F2E/c F2E
EX1 EX1
dF2
F2E/d F2E
F2/c F2
F2E/c F2E
F2E/a F2E
F2/a F2
F2E/b F2E
F2/b F2
F2/a F2
F2E/a F2E
F2/b F2
F2E/b F2E
F2/a F2
F2E/b F2E
F2/b F2
F2/a F2
F2E/a F2E
F2/b F2
F2E/b F2E
EX1 EX1
F1 F1
F1E F1E
F1 F1
F1 F1 F1E F1E
F1 F1
F1E F1E
F1 F1
F1 F1
F1 F1 F1 F1
F1 F1
F1 F1 F1 F1
F1 F1 F1 F1
F1E F1E F1 F1
F1 F1 F1 F1
F1E F1E F1 F1
F1 F1 F1 F1
F1E F1E F1 F1
F1 F1 F1 F1
F1 F1
F1 F1
F1E F1E F1 F1
F1E F1E
F1 F1
F1 F1 F1 F1
F1 F1
F1 F1
EX1 EX1
(E)PNL - EP1C
(E)PNL - EL1C
(N)PNL - EOC1
F3 F3 (E)
(E) (E) (E) (E)
(E)
(E) (E)
(E)
F3 F3
EPU1C -1 EPU1C -1 EPU1C -1
EPU1C -1
EL1C -5EPU1C -1
EPU1C -1 EPU1C -1
EPU1C -1EPU1C -1
EPU1C -1
EPU1C -1 EPU1C -1 EPU1C -1
EPU1C -1EPU1C -1
EPU1C -1
EL1C -5 EL1C -5 EL1C -5 EL1C -5
EL1C -5
EL1C -5EL1C -5
EL1C -5EL1C -5
EL1C -5 EL1C -5
EL1C -5
F2E/a F2E
abcd
a ad d
b bc c
EPU1C -1
EL1C -1
EL1C -1 EL1C -1
EPU1C -1EL1C -1EPU1C -1EL1C -1
EL1C -1
EPU1C -1
EL1C -1 EPU1C -1
EL1C -1 EL1C -1
EPU1C -1
EL1C -1
EL1C -1 EL1C -1
EPU1C -1 EL1C -1
EL1C -1 EL1C -1 EL1C -1 EL1C -1
EL1C -1EPU1C -1
EL1C -1 EL1C -1
EL1C -1 EL1C -1
EL1C -1 EL1C -1
EL1C -1 EL1C -1
EPU1C -1
OC
OC
EL1C -1
EL1C -3 EL1C -3
EL1C -3EL1C -3
EL1C -3 EL1C -3
EL1C -3EL1C -3
EL1C -3
EL1C -3EL1C -3
EL1C -3
F4/c F4
F4E/c F4E
F4/c F4 F4E/d F4E
F4/d F4
F4E/d F4E F4/d F4 F4E/d F4E
F4A/a F4A F4AE/a F4AE
F4B/b F4B
F4BE/b F4BE
EL1C -1
EPU1C -1
EL1C -1EPU1C -1
EL1C -1
EPU1C -1EL1C -1EPU1C -1
EL1C -1EPU1C -1
EL1C -1
EPU1C -1EX1 EX1
EPU1C -1
EPU1C -1
EX1
1 (TYP)
a
b
c
d
ad
cd
EX1 EX1
F5 F5
EPU1C -1
2 3
EX1 EX1
EPU1C -1
MATTHEW M . SAMAR
ERE

REENIGNELANOISSEORPD
F
IA
N

OF CALIFOR
STATE

COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN
THEREON. SAID DRAWING AND/OR DATA ARE THE
EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE

USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
1/8" = 1'-0"
E202 ELECTRICAL LIGHTING FLOOR PLAN

CARLSBAD EOC WING RENOVATION
Author
Checker

ISSUE FOR CONSTRUCTION

09.01.23 2560 ORION WAY
CARLSBAD, CA 92010

GENERAL NOTES
SCALE: 1/8" = 1'-0" E202
1 LIGHTING FLOOR PLAN
A. WALL MOUNTED OCCUPANCY SWITCHES SHALL BE MANUAL ON, AUTOMATIC OFF.

B. ALL MOTION SENSORS SHALL BE PROGRAMMED PER CALIFORNIA TITLE 24, SECTION 130.

C. ELECTRICAL DRAWINGS ARE DIAGRAMMATIC ONLY. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF ALL LIGHT FIXTURES.

CONTRACTOR SHALL VERIFY CEILING TYPE WITH ARCHITECTURAL CEILING PLANS PRIOR TO PURCHASING OR FIXTURE ROUGH -IN.

D. SHADING INDICATES EMERGENCY FIXTURE.

E. THE CONTRACTOR SHALL PROVIDE CIRCUIT WIRING, RELAYS AND CONTROLS AS REQUIRED FOR A COMPLETE AND OPERATIONAL SYSTEM.

F. THE CONTRACTOR SHALL COORDINATE EXACT LOCATION OF OCCUPANCY AND DAYLIGHT SENSORS WITH LIGHTING CONTROL SHOP DRAWINGS.

G. REFER TO SHEET E500 FOR LIGHTING FIXTURE SCHEDULE AND WIRING DETAILS.

KEY NOTES

1. USE EXISTING LIGHT CIRCUIT SERVING LIGHTS AT THIS LOCATION, EXTEND

EXISTING CIRCUIT TO NEW LIGHT FIXTURE OR REWIRE TO NEW FIXTURE AS NEEDED. TYPICAL.

2. PROVIDE DOWNLIGHT IN NEW CASE WORK. COORDINATE WITH ARCHITECT FOR EXACT LOCATION.

3. PROVIDE SWITCH CONTROL FOR DOWNLIGHT IN NEW CASE WORK.

COORDINATE WITH ARCHITECT FOR EXACT REQUIREMENTS.
#

05.05.23 60% CDs

05.26.23 90% CD SET

06.30.23 BUILDING PERMIT SUBMITTAL

09.01.23 ISSUE FOR CONSTRUCTION
MATTHEW M . SAMAR
ERE

REENIGNELANOISSEORPD
F
IA
N

OF CALIFOR
STATE

COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN
THEREON. SAID DRAWING AND/OR DATA ARE THE
EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE

USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
E300 TITLE 24 FORMS

CARLSBAD EOC WING RENOVATION
Author
Checker

ISSUE FOR CONSTRUCTION

09.01.23 2560 ORION WAY
CARLSBAD, CA 92010

05.26.23 90% CD SET

06.30.23 BUILDING PERMIT SUBMITTAL

09.01.23 ISSUE FOR CONSTRUCTION
LSIG
4 #6
4 #2
4 #1/0
4 #2/0
4 #3/0
4 #4/0
4 #250kcmil
4 #350kcmil
1 1
1 1
1 1
1 1
1004
2004
2504
3004
2254
1504
1754
604
1 #8
1 #6
1 #4
1 #4
1 #4
1 #6
1 #6
1 #10
1-1/4"
2"
3"
2-1/2"
2-1/2"
2"
2"
1"

SETS PHASE & NEUTRAL GROUND CONDUIT
FEEDER SCHEDULE: 3-PHASE, 4-WIRE
4 #1 11254 1 #6 1-1/2"
4 #4 1804 1 #8 1-1/4"
4 #4 1704 1 #8 1-1/4"
10004
3 #6
3 #2
3 #1/0
3 #2/0
3 #3/0
3 #4/0
3 #250kcmil
3 #350kcmil
3 #500kcmil
1 1
1 1
1 1
1 1
1 1003
3503
2003
2503
3003
2253
1503
1753
603
1-1/4"
4"
2"
3"
2-1/2"
2-1/2"
2"
1-1/2"
1"

SETS PHASE GROUND CONDUIT
FEEDER SCHEDULE: 3-PHASE, 3-WIRE
3 #1 11253 1-1/2"
3 #4 1803 1-1/4"
3 #4 1703 1-1/4"
1 #8
1 #2
1 #6
1 #4
1 #4
1 #4
1 #6
1 #6
1 #10
1 #6
1 #8
1 #8
1003
3 #3 1853 1-1/4" 1 #8
(N)
100A
3P
(N) 45KVA
XFMR "EOC"
480V-208Y/120V
3ø,4W, 60HZ
(N)
PANEL
"EOC1"
(N)DS - "EOC"
100A, 3P, 480V
NEMA 1
(N)
PANEL
"EOC2"
(E)
A V
ASVS
M
(E)COMB. PULL
(E)MAIN SERVICE BOARD "MSDA"
1600A 480Y/277V, 3ø, 4W, 30KAIC
(E)
1600A
3P
(E)
50A
3P
(E)
CLOCK
(E)
200A
3P
(E)
50A
3P
(E)
PANEL
"L1B"
(E)
350A
3P
(E)
XFMR "TDBA"
112.5KVA
(E)
50A
3P
(E)
PANEL
"L2A"
(E)
350A
3P
(E)

CONTROL
"MCC"
(E)
60A
3P
(E)
ELEV. #1
25HP
(E)
100A
3P
(E)
400A
3P
(E)DISTR. BOARD "DBA"
800A 120/208V,3ø,4W, 10kaic
(N)
125A
3P
(E)
PANEL
"P1C"
(E)
125A
3P
(E)
PANEL
"P2A"
(E)
80A
3P
(E)
PANEL
"P2B"
(E)
ELEV. #2
40HP
(E)"ATS1"
400A, 4P, 3ø
(E)
175A
3P
(E)
PANEL
"EL1A"
(E)
125A
3P
(E)
PANEL
"EL2A"
(E)
125A
3P
(E)
70A
3P
(E)
PANEL
"EL1C"
(E)
50A
3P
(E)
50A
3P
(E)
60A
3P
(E)
PANEL
"L1A"
(E)
PANEL
"EPB"
(E)
XFMR "ETB"
9KVA
(E)
PANEL
"EP1A"
(E)
XFMR "ET1A"
30KVA
(E)
PANEL
"EP2A"
(E)
XFMR "ET2A"
45KVA
(E)
PANEL
"EP1B"
(E)
PANEL
"EP1C"
(E)
XFMR "ET1C"
30KVA
(E)
PANEL
"A"
(E)
XFMR
30KVA
(E)
100A
(E)
UPS A
(E)
BYPASS
(E)
PANEL
"B"
(E)
XFMR
30KVA
(E)
100A
(E)
UPS B
(E)
BYPASS
400A 277/480V, 3ø, 4W, 30kaic

UTILITY
XFMR #1
(E)
175A
3P
(E)
PANEL
"P1B"

METER SECTION
(E)

LTG INV
"EPU1C"
(E)

LTG INV
"EPU2"
(E)

LTG INV
"EPU1A"
(E)

LTG INV
"EPU1B"

START/STOP
MANUAL

TRANSFER

GENERATOR
REMOTE
ANN.
(E)
PANEL
"EV"
(E)STANDBY GEN.
300KW / 375KVA
277/480V, 3ø, 4W
60HZ, NEMA 3R
TO (E)"ATS2"

IN CAR WASH
PB1
HH1
G
#1/0 AWG
CU GND
G
GROUND
ROD
N
400A
50A
F F
480V, 30kaic
AT ATS1
AND ATS2
(E)
PANEL
"PV" (N)
200A
3P
(E) XFMR "CC" 45kVA
3PH,4W, 60HZ
(E)DS 200A
3P, 208V
NEMA 3R
NEMA 3R
(E)
PANEL
"P1D"
(E)
PANEL
"EP1D"
(E)
SPACE
(E)
PANEL
"P2C"
(E)
XFMR "TP2D" 75KVA
480V-208Y/120V
(E)
PANEL
"P2D"
(E)
SPACE
3ø,4W, 60HZ
(E) 75KVA
XFMR "ET1B"
480V-208Y/120V
3ø,4W, 60HZ
(E)DS2
200A 3P,
600V
NEMA 1
(E)
PANEL
"EP2B"
NEMA 3R
NEMA 3R
M
10kaic
10kaic
10kaic

THIS IS A FULLY RATED SYSTEM
(E) EMERGENCY DISTR. BOARD "EDBA"
X X X
X
Vd=2.4%
Isc=5.0kafc
XX
Vd=0.5%
Isc=24.0kafc
Vd=1.6%
Isc=7.0kafc
Vd=2.2%
Isc=4.0kafc
Vd=2.4%
Isc=6.0kafc
Vd=2.8%
Isc=3.0kafc
X
Vd=1.2%
Isc=4.0kafc
X
Vd=0.5%
Isc=20.0kafc

UTILITY CONTRIBUTION TO
FAULT CURRENT = 30kafc
10kaic
10kaic
10kaic
10kaic
30kaic
(E)#3/0 AWG TO UFER

GROUND, COLD WATER

SERVICE AND BUILDING
STEEL
X
Vd=0.37%
Isc=27.7kafc
X
Vd=0.44%
Isc=26.3kafc
X
Vd=0.58%
Isc=24.0kafc
(E)
125A
3P
(E)
XFMR "TPV" 75KVA
208Y/120V-480V
3ø,4W, 60HZ
GFI
F
(E)DS3
200A 3P,
600V
NEMA 1
F (E)DS4
400AS/250AF
3P, 600V
NEMA 1
(N)
150A
3P
150A 2P
208-240/120V
20A 100A
2P 2P
PANEL
"PP"
10kaic
(E)
(N)
150A
3P
(E)
PANEL
"PLC"
10kaic
X
Vd=2.4%
Isc=5.0kafc
853
1504
1 #6
L=350' -0"
Vd=2.07%
853
1504

AREA OF WORK
2 (N)
(N)
(N)
(N)
MATTHEW M . SAMAR
ERE

REENIGNELANOISSEORPD
F
IA
N

OF CALIFOR
STATE

COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN
THEREON. SAID DRAWING AND/OR DATA ARE THE
EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE

USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
12" = 1'-0"
E400 ELECTRICAL DIAGRAMS

CARLSBAD EOC WING RENOVATION
Author
Checker

ISSUE FOR CONSTRUCTION

09.01.23 2560 ORION WAY
CARLSBAD, CA 92010

NO SCALE
SINGLE LINE DIAGRAM - RENOVATION1

GENERAL NOTES

1. PROVIDE 100A, 3P, 480V CIRCUIT BREAKER.BREAKER TO MATCH EXISTING "EDBA" AIC RATING.

2. PROVIDE WALL MOUNTED TRANSFORMER. REFER TO DETAIL 5 ON SHEET E700.

A. ALL EQUIPMENT IS NEW UNLESS NOTED OTHERWISE.

B. LABEL ALL DEVICES AND EQUIPMENT CONNECTIONS WITH CIRCUIT NUMBER AND PANEL.

KEY NOTES #

05.05.23 60% CDs

05.26.23 90% CD SET

06.30.23 BUILDING PERMIT SUBMITTAL

09.01.23 ISSUE FOR CONSTRUCTION
MATTHEW M . SAMAR
ERE

REENIGNELANOISSEORPD
F
IA
N

OF CALIFOR
STATE

COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN
THEREON. SAID DRAWING AND/OR DATA ARE THE
EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE

USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
E500 ELECTRICAL SCHEDULES

CARLSBAD EOC WING RENOVATION
Author
Checker

ISSUE FOR CONSTRUCTION

09.01.23 2560 ORION WAY
CARLSBAD, CA 92010

LED LUMINAIRE SCHEDULE

ITEM DESCRIPTION MTG

WATT LED DRIVER

MANUFACTURER AND MODEL
ANSI

WATTS PER TYPE VOLTS TYPE
EX1 LED EDGE-LIT EXIT SIGN, CLEAR ACRYLIC

PANEL, GREEN LETTERS, UNIVERSAL
ARROWS/MOUNTING. SELF TEST &
DIAGNOSTICS. REFER TO PLANS FOR

DIRECTIONAL ARROWS AND NUMBER OF
FACES.
<varie
s>
5 W FIX LED 277 V EM LITHONIA: EDG-X-X-R-SD
F1 2X2 RECESSED TROFFER LED RE 30 W FIX LED 277 V 0-10V LIT HONIA:

EPANL-2X2-2000LM-80CRI-35K-MIN10-ZT-
MVOLT
F1E SAME AS "F1" EXCEPT WITH EMERGENCY

BATTERY PACK
RE 30 W FIX LED 277 V EB LITHONIA:

EPANL-2X2-2000LM-80CRI-35K-MIN10-ZT-
MVOLT-E10WCP
F2 2X4 RECESSED TROFFER LED RE 41 W FIX LED 277 V 0-10V LIT HONIA:

EPANL-2X4-5400LMHE-80-35K-MIN10-EZT
-277V
F2E SAME AS "F2" EXCEPT WITH EMERGENCY

BATTERY PACK
RE 41 W FIX LED 277 V EB LITHONIA:

EPANL-2X4-5400LMHE-80-35K-MIN10-EZT
-277V-E10WCP
F3 4' LINEAR SURFACE MOUNT LED LUMINAIRE SU 11 W FIX LED 277 V 0-10V LITHONIA:

BLWP4-15L-SDP-277-GZ10-LP835
F4 7 FEET LINEAR RECESSED MOUNT LED RE 5 W FT LED 277 V 0 -10V GAMMLUX:

GB34RC2BX4-SL358-ZTV10-7'N-REC-ASL
MD
F4A 10 FEET LINEAR RECESSED MOUNT LED RE 5 W FT LED 277 V 0-10V GAMMLUX:

GB34RC2BX4-SL358-ZTV10-10'N-REC-AS
LMD
F4AE SAME AS "F4A" EXCEPT WITH EMERGENCY

BATTERY PACK
RE 5 W FT LED 277 V EB GAMMLUX:

GB34RC2BX4-SL358-ZTV10-10'N-REC-AS

LMD-BPE
F4B 12 FEET LINEAR RECESSED MOUNT LED RE 5 W FT LED 277 V 0-10V GAMMLUX:

GB34RC2BX4-SL358-ZTV10-12'N-REC-AS
LMD
F4BE SAME AS "F4B" EXCEPT WITH EMERGENCY

BATTERY PACK
RE 5 W FT LED 277 V EB GAMMLUX:

GB34RC2BX4-SL358-ZTV10-12'N-REC-AS

LMD-BPE
F4E SAME AS "F4" EXCEPT WITH EMERGENCY

BATTERY PACK
RE 5 W FT LED 277 V EB GAMMLUX:

GB34RC2BX4-SL358-ZTV10-7'N-REC-ASL
MD-BPE
F5 4" RECESSED DOWNLIGHT RE 14 W FIX LED 277 V 0-10V GOTHA M EVO4SQ-35-15-AR-120-GZ1-90CRI
CIRCUIT KEY NOTES:
*TOTAL DEMAND CALCS SUBTRACT ANY REDUNDANT LOAD AND THE SMALLER OF ANY NONCOINCIDENT HVAC LOADS. THIS CALC IS DONE AT EACH PANEL.

TOTAL ESTIMATED DEMAND AMPS: 117.1 A
TOTAL CONNECTED AMPS: 148.28 A
TOTAL ESTIMATED DEMAND LOAD: 42.18 kVA
Receptacles 32.48 kVA 65.39% 21.24 kVA TOTAL CONNECTED LOAD: 53.42 kVA Power 20.94 kVA 100.00% 20.94 kVA
LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIM ATED DEMAND TOTALS*

LOAD SUMMARY
Total Amps: 161.46 136.25 151.54
Total Load: 19.13 kVA 16.35 kVA 17.94 kVA
-- 41 SPACE -- 1 -- -- -- -- 15.44 -- -- -- -- -- -- -- 42 -- -- 39 SPACE -- 1 -- -- -- -- 14.29 -- -- -- -- -- -- -- 40 -- -- 37 SPACE -- 1 -- -- -- -- 15.91 6 1/0 1/0 3 150 A PNC - EOC2 38 -- 35 SPACE -- 1 -- -- -- -- -- -- -- -- 1 -- SPACE 36 -- -- 33 SPACE -- 1 -- -- -- -- -- -- -- -- 1 -- SPACE 34 -- -- 31 SPACE -- 1 -- -- -- -- -- -- -- -- 1 -- SPACE 32 -- -- 29 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 30 -- -- 27 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 28 -- -- 25 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 26 -- -- 23 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 24 -- -- 21 SPARE 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A SPARE 22 -- 19 RM 107 REC 20 A 1 0.54 0 -- -- -- 1 20 A SPARE 20 -- 17 RM 102 GEN REC 20 A 1 0.9 0 -- -- -- 1 20 A SPARE 18 -- 15 RM 105 GEN REC 20 A 1 0.72 0 -- -- -- 1 20 A SPARE 16 -- 13 WS - 8 & 10 20 A 1 0.8 0 -- -- -- 1 20 A SPARE 14 -- 11 WS - 7 & 8 20 A 1 0.8 0 -- -- -- 1 20 A SPARE 12 --
9 WS - 5 & 6 20 A 1 0.8 0 -- -- -- 1 20 A SPARE 10 --
7 WS - 3 & 4 20 A 1 0.58 0 -- -- -- 1 20 A SPARE 8 --
5 WS - 1 & 2 20 A 1 0.8 0 -- -- -- 1 20 A SPARE 6 --
3 RM 104 REC 20 A 1 0.54 0 -- -- -- 1 20 A SPARE 4 --
1 RM 103 REC 20 A 1 0.72 0.58 1 20 A EOC PRINTER 2
K
E
Y
CKT
NO. LOAD DESCRIPTION
OCPD

AMPS P
WIRE
SIZE

H N G
VD
%

A B C VD
%
WIRE
SIZE

G N H
OCPD

P AMPS LOAD DESCRIPTION
CKT
NO.

K
E
Y
NOTES:

ISC: 2.20 kA
SCCR: 10 kA
LOCATION: ELECT. E108 WIRE: 4
FED FROM: T/F EOC GROUND BUS PHASE: 3
ENCLOSURE: NEMA PB 1 SOLID NEUTRAL VOLTS: 120/208 Wye
MOUNTING: SURFACE MAIN: 150 A MCB
(N)PNL- EOC1
CIRCUIT KEY NOTES:
*TOTAL DEMAND CALCS SUBTRACT ANY REDUNDANT LOAD AND THE SMALLER OF ANY NONCOINCIDENT HVAC LOADS. THIS CALC IS DONE AT EACH PANEL.

TOTAL ESTIMATED DEMAND AMPS: 105.5 A
TOTAL CONNECTED AMPS: 126.68 A
TOTAL ESTIMATED DEMAND LOAD: 38 kVA
Receptacles 25.28 kVA 69.78% 17.64 kVA TOTAL CONNECTED LOAD: 45.64 kVA Power 20.36 kVA 100.00% 20.36 kVA
LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIM ATED DEMAND TOTALS*

LOAD SUMMARY
Total Amps: 134.06 119.08 130.14
Total Load: 15.91 kVA 14.29 kVA 15.44 kVA
-- 83 SPACE -- 1 -- -- -- -- -- -- -- -- 1 -- SPACE 84 -- -- 81 SPACE -- 1 -- -- -- -- -- -- -- -- 1 -- SPACE 82 -- -- 79 SPACE -- 1 -- -- -- -- -- -- -- -- 1 -- SPACE 80 -- -- 77 SPACE -- 1 -- -- -- -- -- -- -- -- 1 -- SPACE 78 -- -- 75 SPACE -- 1 -- -- -- -- -- -- -- -- 1 -- SPACE 76 -- -- 73 SPACE -- 1 -- -- -- -- -- -- -- -- 1 -- SPACE 74 -- -- 71 SPACE -- 1 -- -- -- -- -- -- -- -- 1 -- SPACE 72 -- -- 69 SPACE -- 1 -- -- -- -- -- -- -- -- 1 -- SPACE 70 -- 67 EOC MONITORS 20 A 1 0.9 -- -- -- -- 1 -- SPACE 68 -- 65 EOC MONITORS 20 A 1 0.72 0 -- -- -- 1 20 A SPARE 66 -- 63 SECURITY ACP 20 A 1 0.36 0.18 1 20 A RM 105 CONFERNCE FLOOR BOX 64 61 MDF REC 20 A 1 1.08 0.18 1 20 A RM 105 CONFERNCE FLOOR BOX 62 59 MDF REC 20 A 1 0.72 1.25 -- -- -- -- -- -- -- 60 --
57 EOC OPEN - 2 20 A 1 0.5 1.25 2 20 A MDF RACK - 4 58
55 EOC OPERATIONS -12 20 A 1 0.5 1.25 -- -- -- -- -- -- -- 56 -- 53 EOC OPERATIONS -11 20 A 1 0.5 1.25 2 20 A MDF RACK - 4 54 51 EOC OPERATIONS -10 20 A 1 0.5 1.25 -- -- -- -- -- -- -- 52 -- 49 EOC OPERATIONS -9 20 A 1 0.5 1.25 2 20 A MDF RACK - 3 50 47 EOC OPERATIONS -8 20 A 1 0.5 1.25 -- -- -- -- -- -- -- 48 -- 45 EOC OPERATIONS -7 20 A 1 0.5 1.25 2 20 A MDF RACK - 3 46 43 EOC OPEN -1 20 A 1 0.5 1.25 -- -- -- -- -- -- -- 44 -- 41 EOC OPERATIONS -6 20 A 1 0.5 1.25 2 20 A MDF RACK - 2 42 39 EOC OPERATIONS -5 20 A 1 0.5 1.25 -- -- -- -- -- -- -- 40 -- 37 EOC OPERATIONS -4 20 A 1 0.5 1.25 2 20 A MDF RACK - 2 38 35 EOC OPERATIONS -3 20 A 1 0.5 1.25 -- -- -- -- -- -- -- 36 -- 33 EOC OPERATIONS -2 20 A 1 0.5 1.25 2 20 A MDF RACK - 1 34 31 EOC OPERATIONS -1 20 A 1 0.5 1.25 -- -- -- -- -- -- -- 32 -- 29 EOC OPEN - 5 20 A 1 0.5 1.25 2 20 A MDF RACK - 1 30
27 EOC OPEN - 4 20 A 1 0.5 0.5 1 20 A EOC PLANNING -7 28 25 EOC OPEN - 3 20 A 1 0.5 0.5 1 20 A EOC PLANNING -6 26 23 EOC OPEN - 2 20 A 1 0.5 0.5 1 20 A EOC PLANNING -5 24 21 EOC OPEN - 1 20 A 1 0.5 0.5 1 20 A EOC PLANNING -4 22 19 EOC FINANCE - 5 20 A 1 0.5 0.5 1 20 A EOC PLANNING -3 20 17 EOC FINANCE - 4 20 A 1 0.5 0.5 1 20 A EOC PLANNING -2 18 15 EOC FINANCE - 3 20 A 1 0.5 0.5 1 20 A EOC PLANNING -1 16 13 EOC FINANCE - 2 20 A 1 0.5 0.5 1 20 A EOC MANAGEMENT - 7 14 11 EOC FINANCE - 1 20 A 1 0.5 0.5 1 20 A EOC MANAGEMENT - 6 12 9 EOC LOGISTICS -5 20 A 1 0.5 0.5 1 20 A EOC MANAGEMENT - 5 10 7 EOC LOGISTICS -4 20 A 1 0.5 0.5 1 20 A EOC MANAGEMENT - 4 8 5 EOC LOGISTICS -3 20 A 1 0.5 0.5 1 20 A EOC MANAGEMENT - 3 6 3 EOC LOGISTICS -2 20 A 1 0.5 0.5 1 20 A EOC MANAGEMENT - 2 4 1 EOC LOGISTICS -1 20 A 1 0.5 0.5 1 20 A EOC MANAGEMENT - 1 2 K
E
Y
CKT
NO. LOAD DESCRIPTION
OCPD

AMPS P
WIRE
SIZE

H N G
VD
%

A B C VD
%
WIRE
SIZE

G N H
OCPD

P AMPS LOAD DESCRIPTION
CKT
NO.

K
E
Y
NOTES:

ISC: 1.90 kA
SCCR: 10 kA
LOCATION: AV/IT 108 WIRE: 4
FED FROM: PNL-EOC1 PHASE: 3
ENCLOSURE: NEMA PB 1 SOLID NEUTRAL VOLTS: 120/208 Wye
MOUNTING: SURFACE MAIN: 225 A MLO
(N)PNL- EOC2
NOTES:

1. {L##} DENOTES THE LIGHTING SEQUENCE OF OPERATIONS FOR THIS SPACE.

2. [#B] PUSH BUTTON REFERS TO SCENE QUANTITY. CONTROL STATION SHALL BE CAPABLE OF [RAISE/LOWER AND] SWITCHING ON/OFF FOR MULTIPLE SCENES AS INDICATED ON SHEETS AND THE LIGHTING SEQUENCE OF OPERATIONS {L##}.

COORDINATE QUANTITIES OF BUTTONS FOR CONTROL STATIONS WITH LIGHTING CONTROL MANUFACTURER.

3. [Z#] DENOTES LIGHTING CONTROL ZONE. PROVIDE SEPARATE CONTROL OF EACH CONTROLLED ZONE. LUMINAIRES ASSOCIATED WITH THE SAME ZONE SHALL OPERATE TOGETHER WITHIN THE SAME PROGRAMMED SCENE.

4. a = SWITCH DESIGNATION FOR LIGHTING CONTROL

5. VERIFY AND COORDINATE ALL TIME CLOCK SETTINGS WITH OWNER PRIOR TO FINAL PROGRAMMING.

6. VERIFY AND COORDINATE ALL PUSH BUTTON WALL DEVICES AND QUANTITIES OF INDIVIDUAL BUTTONS WITH SCENES AND ZONES PER LOCATION.

7. VERIFY AND COORDINATE ALL PUSH BUTTON QUANTITIES AND SCENE NAMES WITH OWNER PRIOR TO SUBMITTING ENGRAVING TEMPLATE TO MANUFACTURER.

LIGHTING SEQUENCE OF OPERATION

PLAN ID LIGHTING SWITCHED
{LD1} Sequence: Dimmed luminaires are controlled in this space.

ON: Lights are turn on using Dimmer.

ADJUST: The luminaires are raised/lowered using a wall dimmer.

OFF: After the space has been vacant for 15 minutes, the luminaires will automatically turn off via occupancy sensor. {LD2} Sequence: Dimmed luminaires are controlled in this space.

ON: Lights are turn on using Dimmer.

ADJUST: The luminaires are turned on to 100% when the area becomes occupied via occupancy sensor or wall dimmer switch. If normal power fails, designated switched emergency lights shall turn on via battery backup.

OFF: After the space has been vacant for 15 minutes, the luminaires will automatically turn off via occupancy sensor. {LS1} Sequence: Switched luminaires are controlled i n this space.

ON: Lights are turned on manually via switches.

OFF: After the space has been vacant for 15 minutes, the luminaires will automatically turn off via occupancy sensor. {LS2} Sequence: Switched luminaires are controlled i n this space.

ON: The Luminaires are turned on by manual override switch. If normal power fails, designated switched emergency lights shall turn on via inverter.

OFF: After the space has been vacant for 15 minutes, the luminaires will reduce to a maximum of 50% output.

CIRCUIT KEY NOTES: 1. PROVIDE NEW GFCI BREAKER. 2 . MATCH EXISTING PANEL AIC RATING. *TOTAL DEMAND CALCS SUBTRACT ANY REDUNDANT LOAD AND THE SMALLER OF ANY NONCOINCIDENT HVAC LOADS. THIS CALC IS DONE AT EACH PANEL.

TOTAL ESTIMATED DEMAND AMPS: 36.9 A
Recept. 0.36 kVA 100.00% 0.36 kVA TOTAL CONNECTED AMPS: 36.89 A Receptacles 2.7 kVA 100.00% 2.7 kVA TOTAL ESTIMATED DEMAND LOAD: 13.29 kVA Power 1.68 kVA 100.00% 1.68 kVA TOTAL CONNECTED LOAD: 13.29 kVA HVAC 8.55 kVA 100.00% 8.55 kVA
LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIM ATED DEMAND TOTALS*

LOAD SUMMARY
Total Amps: 52.61 48.77 17.67
Total Load: 5.82 kVA 5.36 kVA 2.12 kVA
-- 41 SPARE 20 A 1 -- -- -- 0 1.08 1 20 A EOC GEN REC 42 1 -- 39 SPARE 20 A 1 -- -- -- 0 0.36 1 20 A RM 106 EOC MONITOR/ CLOCK 40 1 -- 37 -- -- -- -- -- -- -- 0.5 0.54 1 20 A (N) HALLWAY 101 MONITORS 38 1 1,2 35 (N)FCU - 13, 14 15 A 2 0.5 0.54 1 20 A (N) RM 109 REC 36 1 -- 33 -- -- -- -- -- -- -- 3.78 1.22 1 20 A (N) RM 102 GEN REC 34 1 1,2 31 (N) CU - 13 40 A 2 8 10 3.78 1 1 20 A (N) PLOTTER 32 1 -- 29 (E) EXISTING LOAD 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A (E) EXISTING LOAD 30 -- -- 27 (E) EXISTING LOAD 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A (E) EXISTING LOAD 28 -- -- 25 (E) EXISTING LOAD 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A (E) EXISTING LOAD 26 -- -- 23 (E) EXISTING LOAD 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A (E) EXISTING LOAD 24 -- -- 21 (E) EXISTING LOAD 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A (E) EXISTING LOAD 22 -- -- 19 (E) EXISTING LOAD 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A (E) EXISTING LOAD 20 -- -- 17 (E) EXISTING LOAD 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A (E) EXISTING LOAD 18 -- -- 15 (E) EXISTING LOAD 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A (E) EXISTING LOAD 16 -- -- 13 (E) EXISTING LOAD 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A (E) EXISTING LOAD 14 -- -- 11 (E) EXISTING LOAD 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A (E) EXISTING LOAD 12 -- -- 9 (E) EXISTING LOAD 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A (E) EXISTING LOAD 10 -- -- 7 (E) EXISTING LOAD 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A (E) EXISTING LOAD 8 -- -- 5 (E) EXISTING LOAD 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A (E) EXISTING LOAD 6 -- -- 3 (E) EXISTING LOAD 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A (E) EXISTING LOAD 4 -- -- 1 (E) EXISTING LOAD 20 A 1 -- -- -- 0 0 -- -- -- 1 20 A (E) EXISTING LOAD 2 -- K
E
Y
CKT
NO. LOAD DESCRIPTION
OCPD

AMPS P
WIRE
SIZE

H N G
VD
%

A B C VD
%
WIRE
SIZE

G N H
OCPD

P AMPS LOAD DESCRIPTION
CKT
NO.

K
E
Y
NOTES:

ISC UNKNOWN 0.00 kA
SCCR: 10 kA
LOCATION: ELECT. E108 WIRE: 4
FED FROM: GROUND BUS PHASE: 3
ENCLOSURE: NEMA PB 1 SOLID NEUTRAL VOLTS: 120/208 Wye
MOUNTING: SURFACE MAIN: 100 A MCB
(E)PNL- EP1C LOAD CALCULATION OF EXISTING PANEL - EP1C EXISTING LOAD = 27.0 KW
DEMO LOAD ( - ) = 16.5 KW

1.25% (SAFETY FACTOR) = 13.13 KW
NEW LOAD ADDED ( + ) = 13.29 KW
TOTAL LOAD = 26.42 KW
@ 73 AMPS
NEW LOAD IS WITHIN THE CAPACITY OF (E)EP1C 100A

05.05.23 60% CDs

05.26.23 90% CD SET

06.30.23 BUILDING PERMIT SUBMITTAL

09.01.23 ISSUE FOR CONSTRUCTION
KEY NOTES:

SURFACE MOUNTED FIXTURE DETAIL
SCALE: NONE

PENDANT MOUNTED FIXTURE DETAIL
SCALE: NONE
RECESSED 2 x 2 FIXTURE DETAIL
SCALE: NONE
A
DETAIL "A"
A

PANEL BOARD MOUNTING DETAIL
SCALE: NONE

TRANSFOMER WALL MOUNTING DETAILS
SCALE: NONE
1 2
3 ATTACH WIRE TO FIXTURE (3 TIGHT
TURNS MIN. IN 1 1/2" MAX.).
"TEK" SCREW GRID TO FIXTURE @
EACH CORNER.

ATTACH HANGER WIRES TO

STRUCTURE AS PER STRUCTURAL &
ARCHITECTURAL DETAILS.

CEILING SYSTEM SPLAY/HANGER
WIRES AS OCCURS, SEE PLANS.

TROFFER CLAMP.

FOUR (4) #12 GA.

WIRE ATTACHED

TO FIXTURE AND

STRUCTURE, ONE

PER CORNER

LIGHTING

FIXTURE PER

DRAWINGS

AND SCHEDULE

CEILING GRID AS

CALLED FOR ON
ARCH.'L DRAWINGS
5 CONDUIT AND

CONNECTOR FOR

ELECTRICAL
WIRING 3
41 2
4 5

FIXTURE
ARCHITECTURAL DWGS.

GYP BOARD CEILING. SEE
SCREWS (TYPICAL OF 4)
W/3/16'' X 3'' LONG LAG

STUD THROUGH GYP BOARD
BOLT FIXTURE TO 2 X 4

TRIM PLATE

TO JUNCTION BOX

FIXTURE SECURED
(TYPICAL OF 2 PER FIXTURE)
2 X 4 STUD BLOCKING

JUNCTION BOX
21 PER MFR.

SECURE TO FIXTURE
GYP. CEILING.
& RIV-NUT
1/4" DIA. EYEBOLT
1/4" DIA x 2 1/2" SCREWEYE
(4) #10 SMS
SLACK #12 SAFETY WIRES TO
STRUCTURE. 3 TIGHT TURNS
TWISTED IN 3" FOR SEISMIC
BRACING.
4" OCTAGONAL JUNCTION

BOX WITH COOPER

LIGHTING CORELITE
CROSSBAR AND 5" CANOPY

WITH SLIP RING
THREAD 1/2" PENDANT

THROUGH CROSSBAR AND
LOCK WITH NUT.

LIGHT FIXTURE 20 lbs.
1/2" PENDANT FURNISHED
WITH FIXTURE BY MFR.
3 TEKS SCREWS AT TOP AND

BOTTOM OF PANEL
TOP & BOTTOM 2 #12-14x1 7/8

ELECTRICAL PANEL

SOLID WASHER BETWEEN
PANEL BACK & TD.

MAX. WEIGHT 200 LBS.
362-200-54 @ 16" COORDINATE
STUD DEPTH WITH ARCH.
600T150-54 BACKING.

TYPICAL FOR TOP AND BOTTOM
STUD DEPTH WITH ARCH.
600T150-54 BACKING.

TYPICAL FOR TOP AND BOTTOM
362-200-54 @ 16" COORDINATE
(3) #10-18X1" TEK SCREWS
4 5
10920 VIA FRONTERA, SUITE 200
SAN DIEGO, CA 92127
P: 858.368.3400
The FUTURE. Built Smarter www.imegcorp.com
PROJECT #23000383.00
IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING

COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN
THEREON. SAID DRAWING AND/OR DATA ARE THE
EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE

USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION:ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION

NOT FOR CONSTRUCTION
12" = 1'-0"
E700 ELECTRICAL DETAILS

CARLSBAD EOC WING RENOVATION
Author
Checker
90% BUILDING PERMIT SUBMITTAL CD SET

06.30.2023
2560 ORION WAY
CARLSBAD, CA 92010

05.05.2023 60% CDs

05.26.2023 90% CD SET

06.30.2023 BUILDING PERMIT SUBMITTAL

BUILDING PERMIT SUBMITTAL

06.30.2023
BACKING PER 7/A801
12" MIN
B-LINE B22 SOLID OR
PUNCHED CHANNEL TYP.
2" MIN.

TYP.

B-LINE HN SERIES HEX NUT & B-LINE
B200 SERIES SQUARE WASHER, TYP.
(4) 3/8"Ø HEX HEAD BOLT AND
B-LINE N200 CHANNEL NUT
TOLCO FIG. 991 CABLE SWAY BRACE

ATTACHMENT, TIGHTEN UNTIL
BREAK-OFF NUTS COME OFF, TYP.
45° MAX.
3/16"Ø PRE-STRETCHED GALVANIZED
AIRCRAFT CABLE W/ 7x19 STRAND
CORE, TYP. EA. CORNER. CONNECT
TO STRUCTURE ABOVE PER DETAIL B.

FRONT VIEW
3/8"Ø THREADED ROD, TYP.
6" MAX
TYP.

TRANSFORMER
MAX WT. = 400 LBS
B-LINE B22 CHANNEL W/
TOCLO FIG. 98 ROD
STIFFENERS AT 13" O.C.
1" MAX
4" MAX

TOP VIEW
(E) STRUCTURE ABOVE
DETAIL A, TYP.

DETAIL A
HANGER ROD, TYP.
(E) Wx BEAM, TYP.

B-LINE B22A STITCH-WELD OR
B-LINE B11

HEX NUT AND
TOLSTRUT NUT, TYP.
12'-0" MAX
V.I.F.
3/16
3/16
TYP

DETAIL B
(E) Wx BEAM
TOLCO 900 SERIES BRACE

ATTACHMENT
3/16
3/16
B-LINE B22 SOLID OR
PUNCHED CHANNEL TYP.
2" MIN.

TYP.

B-LINE HN SERIES HEX NUT & B-LINE
B200 SERIES SQUARE WASHER, TYP.
(4) 3/8"Ø HEX HEAD BOLT AND
B-LINE N200 CHANNEL NUT
TOLCO FIG. 991 CABLE SWAY BRACE

ATTACHMENT, TIGHTEN UNTIL
BREAK-OFF NUTS COME OFF, TYP.
45° MAX.
3/16"Ø PRE-STRETCHED GALVANIZED
AIRCRAFT CABLE W/ 7x19 STRAND
CORE, TYP. EA. CORNER. CONNECT
TO STRUCTURE ABOVE PER DETAIL B.

FRONT VIEW
3/8"Ø THREADED ROD, TYP.
6" MAX
TYP.

TRANSFORMER
MAX WT. = 400 LBS
B-LINE B22 CHANNEL W/
TOCLO FIG. 98 ROD
STIFFENERS AT 13" O.C.
1" MAX
4" MAX
(E) STRUCTURE ABOVE
DETAIL A, TYP.

DETAIL A
HANGER ROD, TYP.
(E) Wx BEAM, TYP.

B-LINE B22A STITCH-WELD OR
B-LINE B11

HEX NUT AND
TOLSTRUT NUT, TYP.
12'-0" MAX
V.I.F.
3/16
3/16
TYP

TOP VIEW

DETAIL B
(E) Wx BEAM
TOLCO 900 SERIES BRACE

ATTACHMENT
3/16
3/16

TRANSFOMER WALL MOUNTING DETAILS
SCALE: NONE

5 TECHNOLOGY ABBREVIATIONS

DESCRIPTION SYMBOL

GENERAL

TECHNOLOGY SYMBOLS LEGEND

PROJECTION TYPE

DISPLAY TYPE

TELECOM DESIGNATORS

VERTICAL PLACEMENT

DESCRIPTION SYMBOL

TECHNOLOGY DEVICES GENERAL

TECHNOLOGY SPECIFIC

TECHNOLOGY TAG DESIGNATIONS

DESCRIPTION SYMBOL

TECHNOLOGY DEVICES

CONTRACTOR RESPONSIBILITY MATRIX

DESCRIPTION SYMBOL

TELECOM BUILDING RISER

DESCRIPTION SYMBOL

AUDIOVISUAL ROOM RISERS

TECHNOLOGY GENERAL NOTES

RISER GENERAL NOTES

TELECOM GENERAL NOTES

DEMOLITION NOTES

AV JUNCTION BOX

TELECOM JUNCTION BOX

POWER OUTLET

JUNCTION BOX W/ AV AND TELECOM

JUNCTION BOX W/ AV AND POWER

JUNCTION BOX W/ AV, TELECOM AND POWER

FLOOR BOX

FLOOR BOX W/ TELECOM
J#
N#
P#
J#(N#)
J#(P#)
J#(N#,P#)
F#
F#(N#)
#
#
T###
T###
T###
RISER
#
CONDUIT RISER - DETAIL # / SHEET #
SECTION SYMBOL - DETAIL # / SHEET #
ELEVATION SYMBOL - DETAIL # / SHEET #
N2A LETTER DESIGNATES

CABLE PULL TYPE

N-NUMBER DESIGNATES

BOX-TYPE &

MOUNTING STYLE
(REFER TO THE TELECOM CABLING LEGEND FOR MORE INFOR MATION) (DENOTES DEVICES WHICH FALL ON THE SAME VERTICAL PL ANE)

CEILING JUNCTION BOX

WALL JUNCTION BOX

FLOOR BOX / FLOOR POKE-THRU DEVICE /

FLOOR CONDUIT STUB

CEILING TELECOM OUTLET

WALL TELECOM OUTLET

FLOOR TELECOM OUTLET

FLOOR POWER DUPLEX RECEPTACLE

FLOOR POWER DOUBLE DUPLEX RECEPTACLE

FLOOR POWER CIRCUIT

FLAT PANEL DISPLAY BY AV CONTRACTOR - SHOWN FOR
COORDINATION PURPOSES ONLY. REFER TO DETAIL
SHEETS FOR MORE INFORMATION.

CEILING AV CAMERA BY AV CONTRACTOR - SHOWN FOR
COORDINATION PURPOSES ONLY. EXACT LOCATION TO
BE COORDINATED BY THE AV CONTRACTOR.

NUMBER

MOUNTING HEIGHTS ARE TO CENTERLINE OF DEVICE

ABOVE FINISHED FLOOR OR FINISHED GRADE

ALTERNATING CURRENT

AMERICAN WITH DISABILITIES ACT

ABOVE FINISHED CEILING

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

AUTHORITY HAVING JURISDICTION

ARCHITECT

AUDIOVISUAL

AUDIOVISUAL CONTRACTOR

AMERICAN WIRE GAUGE
BURIED

BLACK DROP

BUILDING

BUILDING ENTRANCE TERMINAL

CONDUIT
CABLE

CABINET

CASE HEIGHT

CASE WIDTH

CASE DEPTH

CATALOG

CABLE TELEVISION

CLOSED CIRCUIT TELEVISION

CENTERLINE

CEILING

ELECTRIC METALLIC TUBING

ELECTRICAL CONTRACTOR

ESTIMATE

EQUIPMENT

EXISTING

FIRE ALARM CONTROL PANEL

FLAT PANEL DISPLAY

HANDHOLE

IMAGE HEIGHT

BOTTOM OF IMAGE HEIGHT ABOVE FINISHED FLOOR

IMAGE WIDTH

GENERAL CONTRACTOR
#
+18"
AC
ADA
AFC
AFF
AFG
AHJ
ARCH
AV
AVC
AWG
B
BD
BLDG
BET
C
CA
CAB
CH
CW
CD
CAT
CATV
CCTV
CL
CLG
EMT
EC
EST
EQUIP

EXIST, (E)
FACP
FPD
HH
IH
IHAF
IW
GC

FLOOR BOX W/ AV AND POWER

FLOOR BOX W/ AV, TELECOM AND POWER

FLOOR POKE-THRU DEVICE

FLOOR POKE-THRU DEVICE W/ TELECOM

FLOOR POKE-THRU DEVICE W/ AV AND POWER

FLOOR POKE-THRU DEVICE W/ AV, TELECOM

AND POWER

FLOOR CONDUIT STUB
F#(P#)
F#(N#,P#)
PT#
PT#(N#)
PT#(P#)
PT#(N#,P#)
FS#
(THIS IS A MASTER LEGEND, NOT ALL SYMBOLS MAY APPEA R ON DRAWINGS.)

POWER DESIGNATIONS

AUDIOVISUAL JUNCTION BOX

TELECOM JUNCTION BOX

AN AUDIOVISUAL DEVICE WHICH CONTAINS A

POWER RECEPTACLE AND A TELECOM OUTLET

CONDUIT STUB

FLEXIBLE CONDUIT RUN

CEILING POWER CIRCUIT

WALL POWER DUPLEX RECEPTACLE

WALL POWER DOUBLE DUPLEX RECEPTACLE

WALL POWER CIRCUIT

CEILING DUPLEX RECEPTACLE

CEILING DOUBLE DUPLEX RECEPTACLE
48 - PORT OPTICAL FIBER PANEL, RACK MOUNT
110 - STYLE PUNCHDOWN BLOCK, WALL MOUNT

PRIMARY CABLE PROTECTION, WALL MOUNT

CATV HEAD END EQUIPMENT

CATV TAP
48 - PORT COPPER PATCH PANEL, RACK MOUNT

CONDUIT - REFER TO PLANS FOR SIZE

CABLE BASKET - REFER TO PLANS FOR SIZE

CONDUIT - REFER TO PLANS FOR SIZE

LARGE JUNCTION BOX

ACCESS PANEL
J-HOOK

CABLE RUNWAY - REFER TO PLANS FOR SIZE

PROJECTOR BY AV CONTRACTOR - SHOWN FOR
COORDINATION PURPOSES ONLY. REFER TO DETAIL
SHEETS FOR MORE INFORMATION.

PROJECTION SCREEN - REFER TO THE PROJECTION

SCREEN TYPE LEGEND AND NOTES FOR MORE
INFORMATION.

EQUIPMENT RACK

FIRE RATED ASSEMBLY
/
RACK - 2 POST

BUILDING ENTRANCE TERMINAL

CATV TAP

GROUNDING BUSBAR

MAIN GROUNDING BUSBAR

ELECTRICAL / SECURITY PANEL
TERMINATION BLOCK - 66 STYLE
TERMINATION BLOCK - 110 STYLE

VERTICAL CABLE MANAGER
RACK - 4 POST

PLYWOOD BACKBOARD

CONDUIT - RESERVED FOR SECURITY
SC

CONDUIT - RESERVED FOR FUTURE FC

CONDUIT - RESERVED FOR HORIZONTAL CABLING HC

CONDUIT - RESERVED FOR COPPER BACKBONE CB

CONDUIT - RESERVED FOR FIBER BACKBONE FB

CEILING AV MICROPHONE BY AV CONTRACTOR - SHOWN
FOR COORDINATION PURPOSES ONLY. EXACT LOCATION
TO BE COORDINATED BY THE AV CONTRACTOR.

SYMBOL DESIGNATES

FLOOR, WALL OR CEILING
C
S
M

TELECOM MAIN GROUNDING BUSBAR (TMGB),

WALL MOUNT

TELECOM GROUNDING BUSBAR (TGB),

WALL MOUNT
TGB
TMGB
110

OPTICAL
COPPER
A
N
N A

UNISTRUT, THREADED ROD, SUPPORT CABLE, FASTENERS OR OTHER HARDWARE REQUIRED TO ATTACH

AUDIOVISUAL WALL OR CEILING MOUNTS TO STRUCTURE

LOW VOLTAGE AV CONTROL INTERFACE FOR LIGHTING SYSTE M (DIMMER SIDE) AND PATHWAY TO

AUDIOVISUAL CONTROL SYSTEM EQUIPMENT RACK

LOW VOLTAGE AV CONTROL INTERFACE FOR MOTORIZED WIND OW SHADES AND PATHWAY TO

AUDIOVISUAL CONTROL SYSTEM EQUIPMENT RACK
STRUCTURAL BACKING ("BLOCKING") AS REQUIRED TO SUPP ORT WALL MOUNTED AUDIOVISUAL

COMPONENTS AND STRUCTURAL WORK FOR SPECIAL CONSTRUC TION

AC POWER SYSTEMS, CONDUIT, RACEWAYS, ELECTRICAL BAC K BOXES, JUNCTION BOXES, PULL BOXES,

FLOOR BOXES AND OTHER INFRASTRUCTURE

LIGHTING FIXTURES, DIMMING SYSTEMS AND WALL CONTROL LERS

TELECOMMUNICATIONS STRUCTURED CABLING SYSTEMS, HORI ZONTAL AND BACKBONE CABLING AND

TERMINATION, ASSOCIATED CABINETS, RACKS, RACEWAYS A ND CABLE MANAGEMENT SYSTEMS

TELECOMMUNICATIONS CONNECTOR INSERT PLATES FOR FLOO R BOXES AND / OR WALL BOXES

PROJECTION SCREENS - WALL MOUNTED, CEILING MOUNTED, OR FIXED FRAME

AUDIOVISUAL CONNECTOR INSERT PLATES FOR FLOOR BOXES AND / OR WALL BOXES

PROJECTORS, FLAT PANEL DISPLAYS, CONTROL PANELS, MI CROPHONES, SPEAKERS AND OTHER

AUDIOVISUAL EQUIPMENT

LECTERNS / SPECIALTY TECHNICAL FURNITURE

AUDIOVISUAL EQUIPMENT RACKS

ROUGH OR FINISHED TRIM, CASEWORK AND MILLWORK

AUDIOVISUAL CABLING AND TERMINATIONS FOR AUDIOVISUA L SYSTEMS

ITEM / TASK FURNISH INSTALL
GC
GC
GC
GC
SCC
GC
GC
SCC
GC
AVC
AVC
AVC
AVC
GC
AVC
GC
GC
GC
GC
SCC
GC
GC
SCC
GC
AVC
AVC
AVC
AVC
GC
AVC
J#J# J#N# N#N# OR OR

EXISTING WORK TO REMAIN

EXISTING WORK TO BE REMOVED (DEMO)

NEW WORK

BELOW FLOOR OR GRADE
(JUNCTION BOX "J#" LETTER CODE MAY VARY BY BOX JUNC TION)

RISER DRAWINGS AND CONDUIT ROUTING
THE ROOM RISER DRAWINGS ARE DIAGRAMMATIC IN NATURE. CONDUIT PATHS SHOWN ON THE ROOM RISERS ARE INTENDE D TO CONVEY REQUIRED DEVICE INTERCONNECTION AND SIZES ONLY. ACTUAL CONDUIT ROUT ING IN THE FIELD MAY BE REQUIRED TO FOLLOW ROUTING CONTRARY TO THAT IMPLIED BY THE ROOM RISER. CONDUIT ROUTING IS AT CONTRACTOR'S DISC RETION, BUT THE CONTRACTOR SHALL PROVIDE A PULL BOX IMMEDIATELY BEFORE AND AFTER

ANY CONDUIT RUN SECTION CONTAINING TWO NINETY-DEGRE E TURNS, OR ANY SINGLE RUN EXCEEDING FIFTY FEET IN LENGTH REGARDLESS OF WHETHER PULL BOXES ARE SHOWN ON THE DRAWINGS OR NOT. IN ALL CASES, CONDUIT ROUTES SHALL FOLLOW THE SHORTEST PA TH POSSIBLE WHILE COMPLYING WITH INDUSTRY STANDARDS AND BEST PRACTICES.

CONDUIT RUNS:

ALL CONDUIT RUNS SHALL BE STEEL, THIN-WALL ELECTRICAL METALLIC TUBING (EMT) UNLESS OTHERWISE INDICATED . THE USE OF FLEXIBLE CONDUIT IS NOT PERMISSIBLE EXCEPT WHERE INDICATED ON THE DRAWINGS. CONDUIT SIZES AND INTERCONNECTIONS SHALL BE AS IND ICATED ON THE DRAWINGS.

CONDUIT STUBS
TERMINATE CONDUIT STUBS INTO CLEAR SPACE 18 INCHES ABOVE ACCESSIBLE CEILING IN ROOM INDICATED.

NYLON BUSHINGS
PROVIDE A NYLON BUSHING ON ALL CONDUIT STUBS AND NO N-TERMINATING CONDUIT ENDS TO PROTECT WIRE PULLS.

PULL STRINGS
ALL CONDUIT RUNS SHALL BE PROVIDED WITH A #12 PULL STRING OR EQUAL.

DRAWINGS:

NOTIFY THE DESIGNER OF ANY DISCREPANCIES BETWEEN TH ESE CONTRACT DRAWINGS AND FIELD CONDITIONS.

INSTALLATION:

INSTALL ALL COMPONENTS AS PER MANUFACTURERS RECOMME NDATIONS AND PER ALL APPLICABLE CODES.

SUBSTITUTIONS:

THE MAKE AND MODEL OF LOW VOLTAGE INFRASTRUCTURE DE VICES IN THE TECHNOLOGY LEGENDS HAVE BEEN LISTED TO ESTABLISH THE DESIRED LEVEL OF QUALITY AND PERFORMANCE FOR EACH DEVICE. UNLESS OTHERWISE INDICATED, THE INSTALLING CONTRACTOR MAY SUBSTITUTE THESE DEVICES WITH EQUIVALENT APPROVED PRODUCT BY OTHER MANUFACTURERS.

DEVICE MOUNTING:

DEVICE SPECIFIED MOUNTING ELEVATIONS ARE "ON CENTER " UNLESS OTHERWISE NOTED. ALL DEVICE HEIGHTS SHALL COMPLY WITH ANSI 117.1 CHAPTER 3, SECTION 307, PROTRUDING OBJECTS AND CHAPTER 3, SECT ION 308, REACH RANGES. IF ANY DEVICE OR BOX SPECIFI ED WITHIN IS FOUND TO BE IN CONFLICT WITH ABOVE SECTIONS A CONFIRMING RFI SHOULD BE PLAC ED PRIOR TO RELOCATING.

FLOOR BOX, JUNCTION BOX, AND PULL BOX COVERS:

UNLESS OTHERWISE DIRECTED, ALL FLOOR BOXES, JUNCTIO N BOXES, AND PULL BOXES MUST BE PROVIDED WITH A COV ER. WHERE SINGLE OR MULTI-DEVICE RAISED DEVICE COVERS ARE SPECIFIED IN THE SCHEDULE, MATCH THE RAISED COVER DEPTH TO THE WALL THICKNESS . PROVIDE ALL FLOOR BOXES, JUNCTION BOXES, AND PULL BOXES WITH APPROPRIATE KNO CKOUTS TO MATCH CONDUIT REQUIREMENTS. WHERE JUNCTIO N BOXES AND PULL BOXES ARE MOUNTED AT OR ABOVE FINISHED CEILING HEIGHT, INSTAL L BOXES WITH OPEN SIDE FACING DOWN.

FIRE STOPPING:

THE FIRE STOP SYSTEM SHALL COMPLY WITH THE IBC, NEC AND WITH NFPA 101-LIFE SAFETY CODE (LATEST EDITION ) AND SHALL BE MADE AVAILABLE FOR INSPECTION BY THE LOCAL INSPECTION AUTHORITIES PRIO R TO CABLE SYSTEM ACCEPTANCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE FIRE RATING OF ALL WALLS AND FLOORS HAVING PENE TRATIONS. COORDINATE SEALANT INSTALLATION WITH WORK OF OTHER TRADES. REFER TO GENERAL AND / OR ELECTRICAL SPECIFICATION SECTIONS FOR FURTHER MATERIAL AND INSTALLATION PARAMETERS.

EMERGENCY COMMUNICATIONS:

CONTRACTOR TO VERIFY ALL CODE AND TELECOMMUNICATION S REQUIREMENTS FOR AEDS, EMERGENCY PHONES, AND AREA OF REFUGE SYSTEMS AND SIGNAGE PER THE AHJ. REFERENCE ARCHITECTURAL DRAWIN GS FOR EMERGENCY COMMUNICATIONS SIGNAGE AND ELECTRI CAL AND FIRE PROTECTION DRAWINGS FOR EMERGENCY COMMUNICATIONS REQUIREMENTS.

GROUNDING:

GROUND COMMUNICATIONS SYSTEMS AND EQUIPMENT IN ACCO RDANCE WITH THE ANSI/TIA-607-C GROUNDING STANDARD AND APPLICABLE NEC REQUIREMENTS EXCEPT WHERE THE DRAWINGS OR SPECIFICA TIONS EXCEED NEC REQUIREMENTS. ALL RACKS, METALLIC BACKBOARDS, CABLE SHEATHS, METALLIC STRENGTH MEMBERS, SPLICE CASES, CABLE TRAY S, ETC. ENTERING OR RESIDING IN TECHNICAL EQUIPMENT SPACES SHALL BE GROUNDED TO THEIR RESPECTIVE GROUND SYSTEM USING A MINIMUM #6 A WG STRANDED COPPER BONDING CONDUCTOR AND COMPRESSIO N CONNECTORS. ALL WIRES

USED FOR TECHNICAL POWER SYSTEMS GROUNDING PURPOSES SHALL BE IDENTIFIED WITH GREEN INSULATION OR IDENT IFIED AT EACH TERMINATION POINT WITH A WRAP OF GREEN TAPE. ALL CABLES AND BUS BARS SHALL BE IDENTIFIED AND LABELED "TECHNICAL POWER SYSTEM GROUND".

TECHNICAL POWER & GROUNDING SYSTEM:

DUE TO THE SENSITIVE NATURE OF ELECTRONIC EQUIPMENT THAT IS BEING USED, POWER QUALITY MUST BE ASSURED. POWER FOR TECHNOLOGY SYSTEMS

SHOULD BE DERIVED FROM DEDICATED TECHNICAL POWER PA NELS WHICH DO NOT SHARE CIRCUITS WITH EQUIPMENT LOA DS THAT GENERATE ELECTRICAL NOISE ON THE POWER LINE. THIS MIGHT INCLUDE: AIR CO NDITIONING EQUIPMENT, MOTORS, HEAVY INDUSTRIAL EQUI PMENT, OR DIMMED LIGHTING LOADS; ALL OF WHICH CREATE TRANSIENTS, HARMONICS, SURGES A ND SPIKES. FOR ADDITIONAL GUIDELINES REFER TO THE I EEE STD. 1100 (2005) EMERALD BOOK 'RECOMMENDED PRACTICE FOR POWERING AND GROUNDING EL ECTRONIC EQUIPMENT'. WHERE PRACTICAL, ALL TECHNICAL POWER CIRCUITS FOR EQUIPMENT WITHIN A ROOM SHOULD BE ON THE SAME PHASE TO ENSURE PROPER EQUIPMENT TIMING WITHIN THE SYSTE M.

TRANSIENT VOLTAGE SURGE SUPPRESSION (TVSS) DEVICES SHOULD BE PROVIDED AT POWER DISTRIBUTION PANELS SER VING TECHNICAL POWER CIRCUITS.

THESE TVSS DEVICES MUST BE INSTALLED ACCORDING TO N EC ARTICLE 285. ALL DEVICES MUST BE UL 1449 COMPLIANT. IN BROADCAST APPLICATIONS OR IN

LARGE SYSTEMS, A SEPARATELY DERIVED TECHNICAL POWER SOURCE PROVIDED BY AN ELECTROSTATICALLY SHIELDED I SOLATION TRANSFORMER MAY BE REQUIRED.

ALL TECHNICAL POWER OUTLETS MUST BE WIRED AS “ALWAYS ON”. NO OUTLETS SERVING TECHNOLOGY SYSTEMS SHALL BE ON SWITCHED, TIME OF DAY, OR OCCUPANCY CONTROLLED OUTLETS.

TECHNICAL GROUND SYSTEM (TGS)
TECHNICAL GROUND SHALL CONSIST OF AN INSULATED GROU ND CONDUCTOR FROM THE PANEL BOARD TO EACH TECHNICAL GROUND RECEPTACLE. AT THE RECEPTACLE, THE GROUND CONDUCTOR SHALL BE ELECTRICALLY ISOLATED FROM THE ELECTRICAL BOX AND CONDUIT SY STEM.

TECHNICAL ELECTRICAL SUPPLY GROUNDING SHALL BE VIA A GROUNDING ELECTRODE AND MEET NEC ARTICLE 250 REQU IREMENTS. A TECHNICAL POWER SYSTEM IS FURTHER DEFINED IN NEC ARTICLE 640 AS "AN ELECTRICAL DISTRIBUTION SYSTEM WITH GROUNDING IN A CCORDANCE WITH 250.146(D), WHERE

THE EQUIPMENT GROUNDING CONDUCTOR IS ISOLATED FROM THE PREMISES GROUNDING CONDUCTOR EXCEPT AT A SINGLE GROUNDED TERMINATION

POINT WITHIN A BRANCH-CIRCUIT PANEL BOARD, AT THE O RIGINATING (MAIN BREAKER) BRANCH-CIRCUIT PANEL BOAR D, OR AT THE PREMISES GROUNDING ELECTRODE".

INSULATED GROUNDING CONDUCTORS FROM THE BREAKER PAN EL BOARDS SHALL BE IN A "STAR" CONFIGURATION AND NO T LOOP FROM ONE PANEL TO THE NEXT PANEL. AT EACH BREAKER PANEL, PROVIDE AN INSUL ATED GROUND BUS BAR FOR CONNECTIONS OF ALL TGS INSU LATED GROUND CONDUCTORS AND NO OTHERS. THE GREEN SAFETY GROUND WIRES FROM EACH TGS RECEPTACLE OR CIRCUIT ARE BROUGHT TO THIS BUS. EACH TECHNICAL POWER RECEPTACLE SHALL BE OF A UNIQUE COLOR AND / OR CLEA RLY AND PERMANENTLY LABELED "TECHNICAL POWER".

POWER DESIGNATORS AND RECEPTACLES

POWER DESIGNATORS AND RECEPTACLES WHICH APPEAR ON T HE ROOM RISER DRAWINGS ARE SHOWN TO INDICATE THEIR ASSOCIATION WITH AND REQUIRED ADJACENCY TO AUDIOVISUAL COMPONENTS. NOTE THAT NOT ALL POWER RECEPTACLES REQUIRED TO SUPPORT THE AUDIOVISUAL SYSTEMS ARE SHOWN ON THE ROOM RISER DIAGRAMS; ONLY THOSE THAT A RE PART OF OR INTERFACE WITH THE AUDIOVISUAL JUNCTI ON BOXES ARE SHOWN. REFER TO THE AUDIOVISUAL INFRASTRUCTURE PLANS, ELEVATIONS AN D DETAILS FOR ADDITIONAL GUIDANCE REGARDING AUDIOVI SUAL POWER LOCATIONS. REFER TO THE ELECTRICAL DRAWINGS FOR COMPLETE POWER LAYOUTS AND CIRCUITING DETAILS.

TELECOM OUTLETS

JUNCTION BOXES FOR TELECOM OUTLETS WHICH APPEAR ON THE ROOM RISER DRAWINGS ARE SHOWN TO INDICATE THEIR ASSOCIATION WITH AND REQUIRED ADJACENCY TO AUDIOVISUAL COMPONENTS.

AV SPECIFIC ROOM RISERS
NOT ALL TELECOM OUTLETS REQUIRED TO SUPPORT THE AUD IOVISUAL SYSTEMS ARE SHOWN ON THE ROOM RISER DIAGRA MS; ONLY THOSE THAT ARE PART OF OR INTERFACE WITH AUDIOVISUAL JUNCTION BOXES ARE SHOWN. REFER TO THE AUDIOVISUAL INFRASTRUCTURE PLA NS, ELEVATIONS AND DETAILS FOR ADDITIONAL GUIDANCE REGARDING AUDIOVISUAL TELECOM O UTLET LOCATIONS. REFER TO THE STRUCTURED CABLING DR AWINGS FOR COMPLETE TELECOMMUNICATIONS PATHWAYS, OUTLETS AND CABLING RE QUIREMENTS.

CONDUITS SHOWN ON THE ROOM RISER DRAWINGS ARE FOR A V ONLY AND SHALL NOT BE USED FOR TELECOM CABLES.

1. CONTRACTOR SHALL REFERENCE CIVIL AND ELECTRICAL SITE DRAWINGS AND UTILITY PLANS FOR PATHWAYS IN SUP PORT OF OUTSIDE CABLING PLANT,

EMERGENCY/BLUE LIGHT PHONES, SITE SURVEILLANCE CAME RAS, SITE WIRELESS ACCESS POINTS, AND OTHER SITE-RE LATED DEVICES NOT DIRECTLY ATTACHED TO THE BUILDING.

2. ALLOW CABLING, INFRASTRUCTURE AND LABOR FOR ( XXX ) ADDITIONAL NETWORK OUTLETS NOT REPRESENTED ON THE DRAWINGS. THESE ADDITIONAL LOCATIONS WILL BE DETERMINED BY THE OWNER PRIOR TO INSTALLATION.

3. ALLOW CABLING, INFRASTRUCTURE AND LABOR FOR ( XXX ) WIRELESS ACCESS POINTS INSIDE THE BUILDING. THESE ARE NOT CURRENTLY SHOWN ON THE DRAWINGS. DESIGN TEAM WILL DOCUMENT THESE REQUI REMENTS AFTER 50% CD. AT THAT TIME, THESE LOCATIONS WILL BE REFLECTED ON THE INFRASTRUCTURE AND TELECOMMUNICATIONS DRAWINGS. CON TRACTOR WILL BE RESPONSIBLE FOR INSTALLING OFCI WIR ELESS ACCESS POINTS. - OR -
A PORTION OF THE WIRELESS ACCESS POINTS ARE CURRENT LY SHOWN ON THE DRAWINGS. ALLOW CABLING, INFRASTRUC TURE AND LABOR FOR ( XXX ) WIRELESS ACCESS POINTS INSIDE THE BUILDING NOT YET DOCUMENTED. DESIGN TEAM WILL DOCUMENT THESE REQUIRE MENTS AFTER 50% CD. AT THAT TIME, THESE LOCATIONS WILL BE REFLECTED ON THE INFR ASTRUCTURE AND TELECOMMUNICATIONS DRAWINGS. CONTRAC TOR WILL BE RESPONSIBLE FOR INSTALLING OFCI WIRELESS ACCESS POINTS.

4. ALLOW CABLING, INFRASTRUCTURE AND LABOR FOR ( XXX ) NETWORK OUTLETS FOR UTILITY SPACES AND SPECIAL AP PLICATIONS. UTILITY SPACES INCLUDE ELECTRICAL, MECHANICAL, ELEVATOR, AND FIRE COMMAND. SPECIALTY APPLICATIONS INCLUDE ELECTRICAL METERING, BUILDING AUTOMATION SYSTEMS, LIGHTING CONTROL PANELS, AND PO INT OF SALE LOCATIONS. DESIGN TEAM WILL DOCUMENT TH ESE REQUIREMENTS AFTER 50% CD.
#

CEILING LOUDSPEAKER BY AV CONTRACTOR - SHOWN
FOR COORDINATION PURPOSES ONLY. EXACT LOCATION
TO BE COORDINATED BY THE AV CONTRACTOR.

SUBSCRIPT NUMBER DESIGNATES THE SPEAKER ZONE.

JUNCTION BOX

KNOCK OUT

LOW VOLTAGE

MANHOLE

MICROPHONE
MOTOR

MAXIMUM

MANUFACTURER

MINIMUM

MISCELLANEOUS

NOT APPLICABLE

NATIONAL ELECTRICAL CODE

NATIONAL ELECTRICAL MANUFACTURERS

ASSOCIATION

NOT IN CONTRACT

NOT TO SCALE

PROJECTOR

PROJECTION SCREEN

ON CENTER

OWNER FURNISHED CONTRACTOR INSTALLED

OWNER FURNISHED OTHER INSTALLED

QUANTITY

REQUIRED

BOTTOM OF ROLLER HOUSING ABOVE

FINISHED FLOOR

RIGID GALVANIZED STEEL

STRUCTURED CABLE CONTRACTOR

SECURITY CONTRACTOR

TYPICAL

UNDERGROUND

UNLESS NOTED OTHERWISE

UNINTERRUPTIBLE POWER SUPPLY

UNSHIELDED TWISTED-PAIR

WEATHER-PROOF

EXPLOSION PROOF
JB
KO
LV
MH
M, MIC
M, MTR
MAX
MFR
MIN
MISC
NA
NEC
NEMA
NIC
NTS
PR
PRS
OC
OFCI
OFOI
QTY
REQ'D
RHAFF
RGS
SCC
SC
TYP
UG
UNO
UPS
UTP
WP
XP
NOTES:

1. ALL ITEMS AND TASKS LISTED ARE THE RESPONSIBILITY OF THE NOTED CONTRACTOR.

ELECTRONIC SECURITY SYSTEMS EQUIPMENT AND SECURITY CABLING FOR ACCESS CONTROL,

INTRUSION ALARM, DURESS, VIDEO SURVEILLANCE, OTHERS AS SPECIFIED SC SC A

LETTER DESIGNATES

THE PROJECTION

SCREEN TYPE
2 (REFER TO THE DISPLAY TYPE LEGEND FOR MORE INFORMAT ION) (REFER TO THE PROJECTION SCREEN TYPE LEGEND FOR MOR E

INFORMATION)

NUMBER DESIGNATES

THE DISPLAY TYPE

1. REFER TO THE ARCHITECTURAL DRAWINGS FOR THE EXTE NT OF THE DEMOLITION SCOPE OF WORK AND AREA. THE DE MOLITION PLANS INDICATE THE GENERAL INTENT AND ARE NOT INTENDED TO SHOW ALL ITE MS TO BE REMOVED OR RETAINED. THE TELECOMMUNICATION S SCOPE MAY EXTEND

BEYOND THE AREA DEFINED BY THE ARCHITECTURAL DEMOLI TION LIMITS TO FULLY COMPLY WITH VARIOUS REQUIREMEN TS OF THE CONTRACT DOCUMENTS.

2. THE TELECOMMUNICATIONS DEMOLITION PLANS ARE NOT INTENDED TO SHOW ALL ITEMS TO BE REMOVED OR RETAINE D. DISCONNECT AND MAKE SAFE DEVICES AND EQUIPMENT LOCATED ON WALLS AND/OR CEILI NGS TO BE REMOVED. NOTIFY THE OWNER'S REPRESENTATIV E IMMEDIATELY OF ANY UNANTICIPATED HIDDEN CONDITIONS ENCOUNTERED DURING THE DEMOLITION.

3. PERFORM TELECOMMUNICATIONS DEMOLITION WORK AS SH OWN ON THE DRAWINGS AND AS SPECIFIED IN COOPERATION WITH THE OTHER TRADES AND AS SCHEDULED AND APPROVED BY THE OWNER'S REPRESENTATIVE. DISCONNECT AND MAKE SAFE ALL TELECOMMUNICATIO NS CABLING IDENTIFIED FOR REMOVAL ON THE ELECTRICAL AND TELECOM PLANS.

4. THE LOCATIONS OF EXISTING EQUIPMENT INCLUDING CA BLING, EQUIPMENT, CONDUITS, ETC ARE SHOWN IN AN APP ROXIMATE WAY ONLY. VISIT THE SITE PRIOR TO SUBMISSION OF THE BIDS AND COMMENCEMENT OF WORK TO BECOME FAMILIAR WITH THE ACTUAL CONDITIONS AND EXTENT OF THE WORK.

5. OUTAGES CAUSED BY DEMOLITION THAT AFFECT OTHER A REAS SHALL BE HELD TO A MINIMUM. SHUTDOWNS SHALL BE COORDINATED WITH USERS AND THE OWNER. NIGHT, WEEKEND, AND/OR HOLIDAY TIME REQU IRED TO PERFORM TELECOMMUNICATIONS DEMOLITION WORK OR NEW TELECOMMUNICATIONS WORK SHALL BE CARRIED AS PART OF THE CONTRACT COST.

6. CIRCUIT TRACE AND LABEL ALL EXISTING HORIZONTAL AND BACKBONE CABLES WITHIN THE AREA OF DEMOLITION S COPE PRIOR TO DISCONNECTION. ALL

CIRCUITS WITHIN PATCH PANELS IDENTIFIED FOR REMOVAL SHALL BE TRACED AND LABELED TO ENSURE THAT NO AREA OUTSIDE THE DEMOLITION SCOPE LIMIT IS AFFECTED. THERE SHALL BE NO INTERRUP TION OF SERVICES OUTSIDE THE DEMOLITION AREA WITHOU T APPROVAL FROM THE OWNER'S REPRESENTATIVE.

7. DISCONNECT AND REMOVE ALL CONDUCTORS AND RACEWAY S TO THEIR POINTS OF ORIGIN WITHIN THE AREA OF DEMO LITION SCOPE. ITEMS IDENTIFIED FOR DEMOLITION SHALL NOT BE ABANDONED IN PLACE. RAC EWAYS THAT ENTER MASONRY WALLS AND FLOORS SHALL BE CUT FLUSH AT THE SURFACE FOR PATCHING BY OTHERS. ALL PORTS ASSOCIATED WITH T HE DEMOLITION SCOPE SHALL BE DISCONNECTED AND LABEL ED SPARE.

8. PROMPTLY REPAIR ANY DAMAGE CAUSED DURING/BY THE EXECUTION OF WORK. DAMAGE INCLUDES BUT IS NOT LIMIT ED TO DESTRUCTION OF ITEMS INTENDED TO REMAIN OR TO BE SALVAGED.

9. EXERCISE CARE WITH EQUIPMENT THAT IS TO BE RELOC ATED OR TURNED OVER TO THE OWNER. EXAMINE THE EQUIP MENT BEFORE REMOVAL IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE TO DETERMINE ITS CONDITION. DELIVER OWNER-RETAINED EQUIPMENT TO AN ON-SITE LOCATION DESIGNATED BY THE OWNER AND OBTAIN ACKNOWLEDGMENT O F RECEIPT IN ORIGINAL CONDITION.

10. ALL ITEMS REMOVED SHALL BE OFFERED TO THE OWNER FOR SALVAGE. IF THE OWNER DOES NOT TAKE POSSESSION , DISPOSE OF THE ITEMS IN A SAFE AND LEGAL MANNER. ALL ITEMS CLASSIFIED AS HAZARDOUS SHALL BE DISPOSED AS HAZARDOUS WASTES AND A UNIFOR M HAZARDOUS WASTE MANIFEST SHALL BE PROVIDED TO THE OWNER.

11. NOTIFY SERVICE PROVIDER COMPANIES IN ACCORDANCE WITH THEIR REQUIREMENTS PRIOR TO DEMOLITION. VERIF Y THAT THE UTILITIES HAVE BEEN DISCONNECTED, CAPPED AND MADE SAFE PRIOR TO DEMOLIT ION.

12. ENSURE THE SAFE PASSAGE OF PERSONS IN AND AROUN D THE BUILDING DURING DEMOLITION. PREVENT INJURY TO PERSONS AND DAMAGE TO PROPERTY. PROVIDE ADEQUATE SHORING AND BRACING TO P REVENT COLLAPSE. IMMEDIATELY REPAIR DAMAGED PROPERT Y TO THE CONDITION BEFORE BEING DAMAGED. TAKE EFFECTIVE MEASURES TO PR EVENT WINDBLOWN DUST.

13. ALL DEMOLITION SCOPE ASSOCIATED WITH LOW VOLTAG E SYSTEMS INCLUDING BUT NOT LIMITED TO TELEPHONE, D ATA, PAGING, CATV, WIRELESS, ETC.

SHALL BE INCLUDED IN THIS CONTRACT.

AV • IT • SECURITY • ACOUSTICS
11301 West Olympic Blvd
Suite 348
Los Angeles, CA 90064
213.412.4870
WWW.NV5.COM/TECH
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
12" = 1'-0"
T001 TECHNOLOGY INFRASTRUCTURE

LEGENDS AND NOTES

CARLSBAD POLICE AND FIRE HEADQUARTERS

RENOVATION
Author
Checker ISSUED FOR CONSTRUCTION

09.01.23 2560 ORION WAY
CARLSBAD, CA 92010
ISSUE

SHEET NUMBER SHEET DESCRIPTION
2023-07-28 BUILDING PERMIT SUBMITTAL 02 CD SET
2023-06-30 90% BUILDING PERMIT SUBMITTAL CD SET
2023-05-26 90% CONSTRUCTION DOCUMENTS
2023-05-01 60% CONSTRUCTION DOCUMENTS
2023-04-24 60% CD PROGRESS SET
● ● ● ● ● T001 TECHNOLOGY INFRASTRUCTURE LEGENDS AND NOTE S ● ● ● ● ● T002 TECHNOLOGY INFRASTRUCTURE LEGENDS AND LEGE ND NOTES ● ● ● ● ● T203 TECHNOLOGY INFRASTRUCTURE PLAN - EOC WING ● ● ● ● ● T204 TECHNOLOGY INFRASTRUCTURE REFLECTED CEILIN G PLAN - EOC WING ● ● ● ● ● T205 TELECOM PLAN - EOC WING
● ● ● ● ● T401 TELECOM ENLARGED PLANS AND ELEVATIONS
● ● ● ● ● T501 AUDIOVISUAL INFRASTRUCTURE ROOM RISERS
● ● ● ● ● T601 TELECOM BUILDING RISER
● ● ● ● ● T602 TYPICAL TELECOM RISER
● ● T701 TECHNOLOGY INFRASTRUCTURE ELEVATIONS
● ● ● ● ● T801 TECHNOLOGY INFRASTRUCTURE DETAILS
● ● ● ● ● T901 TELECOM DETAILS
● ● ● ● ● T902 TELECOM DETAILS

06.30.23 BUILDING PERMIT SUBMITTAL

07.28.23 BUILDING PERMIT SUBMITTAL 02

09.01.23 ISSUED FOR CONSTRUCTION

TECHNOLOGY LEGEND NOTES
[A] FLOOR BOXES AND FLOOR PENETRATIONS:

VERIFY EXACT LOCATION, COVER STYLE AND FINISH WITH ARCHITECT PRIOR TO INSTALLATION. PROVIDE ON-GRADE O R FIRE-RATED VERSION FLOOR BOXES AS REQUIRED.
[B] F18(N1,P1) FLOOR BOX CONFIGURATION:

WIREMOLD WALKER SYSTEM TBD
[C] D7(P3) FLAT PANEL DISPLAY BOX CONFIGURATION:

WIREMOLD EVOLUTION SERIES EFSB2 FLAT PANEL DISPLAY WALL BOX. VERIFY COVER COLOR WITH ARCHITECT PRIOR T O ORDERING. INCLUDED COMPONENTS: TUNNEL, DEVICE MODULE, STORAGE MODULE, TRIM FLANGE, AND DECORATIVE COVER. PROVIDE AS REQUI RED: POWER RECEPTACLES, COMMUNICATION JACKS, DEVICE PLATES, BLANK DEVICE PL ATES, KNOCKOUT PLATES, AND OTHER ACCESSORIES AS NEE DED. CONFIGURE BOX ACCORDING TO DETAILS.
[D] D8(N2,P2) FLAT PANEL DISPLAY BOX CONFIGURATION:

WIREMOLD EVOLUTION SERIES EFSB4 FLAT PANEL DISPLAY WALL BOX. VERIFY COVER COLOR WITH ARCHITECT PRIOR T O ORDERING. INCLUDED COMPONENTS: TUNNEL, DEVICE MODULES, TRIM FLANGE, AN D DECORATIVE COVER. PROVIDE AS REQUIRED: POWER RECE PTACLES, COMMUNICATION JACKS, DEVICE PLATES, BLANK DEVICE PLATES, KNOCKOUT PLATES , AND OTHER ACCESSORIES AS NEEDED. CONFIGURE BOX AC CORDING TO DETAILS. [E] TELECOM OUTLETS AND ASSOCIATED CONDUITS:

CONDUIT MUST BE PROVIDED FOR ALL TELECOM JUNCTION B OXES. SEE THE "TELECOM TYPICAL CONDUIT RISER" FOR C ONDUIT REQUIREMENTS BY TELECOM JUNCTION BOX TYPE. REFER TO THE TELECOM PLANS FOR T HE LOCATIONS OF JUNCTION BOXES AND FLOOR BOXES, AND THE "TELECOM CABLING LEGEND" FOR OUTLET CONFIGURATION REQUIREMENTS. TELECOM CABL ING, OUTLETS AND COVER PLATES PROVIDED BY THE STRUC TURED CABLING SYSTEMS CONTRACTOR.
[F] POWER RECEPTACLES ADJACENT STANDARD TELECOM WAL L OUTLETS:

N4 STANDARD TELECOM WALL OUTLETS SHOULD HAVE A DUPLEX POWER RECEPTACLE LOCATED WITHIN 36" OF THE TELEC OM WALL OUTLET. IDEALLY, THE TELECOM OUTLET BOX WILL BE MOUNTED TO ONE SIDE OF A STUD, AND THE POWER BOX TO THE OPPOSITE SIDE OF TH E STUD. [G] POWER RECEPTACLES

TECHNOLOGY SYSTEMS SUPPORTING POWER RECEPTACLES, IN CLUDING THOSE WITHIN FLOOR BOXES, WALL BOXES, OR CE ILING BOXES, ARE PROVIDED BY THE ELECTRICAL CONTRACTOR AND APPEAR ON THE ELECTRI CAL DRAWINGS. REFER TO THE ELECTRICAL DRAWINGS FOR COMPLETE POWER LAYOUTS AND CIRCUITING DETAILS. THE TECHNOLOGY SYSTEMS SUPPORTI NG POWER RECEPTACLES APPEAR ON THE TECHNOLOGY INFRA STRUCTURE DRAWINGS FOR COORDINATION AND LOCATION PURPOSES. THE LOCATION OF TECHNOLOGY SYSTEMS SUPPORTING POWER RECEPTACLES IN RELATION TO OTHER TECHNOLOGY INFRASTRUCTURE MAY BE CRITICAL.

AV • IT • SECURITY • ACOUSTICS
11301 West Olympic Blvd
Suite 348
Los Angeles, CA 90064
213.412.4870
WWW.NV5.COM/TECH
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
12" = 1'-0"
T002 TECHNOLOGY INFRASTRUCTURE

LEGENDS AND LEGEND NOTES

CARLSBAD POLICE AND FIRE HEADQUARTERS

RENOVATION
Author
Checker ISSUED FOR CONSTRUCTION

09.01.23 2560 ORION WAY
CARLSBAD, CA 92010

TYPE FUNCTION ENCLOSURE DIMENSIONS ENCLOSURE DESCRIPTION ENCLOSURE MAKE & MODEL MOUNTING STYLE REFERENCE

DETAIL LEGEND NOTES SYM STYLE LENGTH WIDTH DEPTH
F18 FLOOR FLOOR BOX W/ AV TELECOM AND POWER 9 5/16" 9 5/8" 3 1/2" FLOOR BOX WALKERCELL PK150 FURNITURE FEED COVER ASSEMBLY 6, 7/T902 A, B C1 WALL CAMERA PULL BOX 4 11/16" 4 11/16" 2 1/8" PULL BOX W/ RAISED TWO-DEVICE COVER RACO 258 259 OR 265 96" AFF - FLUSH (UNO) 5/T801 - D7 WALL DISPLAY BOX W/ AV AND POWER 11 5/8" 11 1/4" 3 7/8" DISPLAY BOX WIREMOLD EFSB2 FLUSH (UNO) - REFER TO ROOM DISPLAY SCHEDULE AND ELEVATIONS 1, 2/T801 C D8 WALL DISPLAY BOX W/ AV TELECOM AND POWER 10 7/8" 11 1/4" 3 7/8" DISPLAY BOX WIREMOLD EFSB4 FLUSH (UNO) - REFER TO ROOM DISPLAY SCHEDULE AND ELEVATIONS 3, 4/T801 D TP2 WALL CONTROL PANEL 4 11/16" 4 11/16" 2 1/8" PULL BOX W/ RAISED TWO-DEVICE COVER RACO 258 259 OR 265 PER PROJECT STANDARD SWITCH HEIGHT - FLUSH (UNO) - REFER TO ARCH. DRAWINGS - - W3 WALL AV IO PANEL 4 1/2" 7 3/4" 2 1/2" PULL BOX W/ RAISED THREE-DEVICE C OVER RACO 942 PER PROJECT STANDARD OUTLET HEIGHT - FLUSH (UNO) - REFER TO ARCH. DRAWINGS - -

TECHNOLOGY JUNCTION BOX LEGEND

TYPE FUNCTION ENCLOSURE DIMENSIONS ENCLOSURE DESCRIPTION ENCLOSURE MAKE & MODEL MOUNTING STYLE REFERENCE

DETAIL LEGEND NOTES SYM STYLE LENGTH WIDTH DEPTH
N1 FLOOR TELECOM OUTLET - FLOOR - - - FLOOR DEVICE INDICATED BY BOX NUMBER COORDINATE W/ ASSOCIATED FLOOR DEVICE INSTALL IN FLO OR DEVICE PER MFR DIRECTIONS 6, 7/T902 A, B, E N2 WALL TELECOM OUTLET - DISPLAY - - - WALL BOX INDICATED BY BOX NUMBER COORDINATE W/ ASSOCIATED DISPLAY BOX INSTALL IN DISP LAY BOX PER MFR DIRECTIONS 3, 4/T801 D, E N4 WALL TELECOM OUTLET - STANDARD 4 11/16" 4 11/16" 2 1/8" PULL BOX W/ RAISED ONE-DEVICE COVER RACO 258 259 OR 265 PER PROJECT STANDARD OUTLET HEIGHT - FLUSH (UNO) - REFER TO ARCH. DRAWINGS - E, F N6 WALL TELECOM OUTLET - ABOVE COUNTER 4 11/16" 4 11/16" 2 1/8" PULL BOX W/ RAISED ONE-DEVICE COVER RACO 258 259 OR 265 PER PROJECT STANDARD COUNTER OUTLET HEIGHT - FLUSH (UNO) - REFER TO ARCH. DRAWINGS - E, F N7 WALL TELECOM OUTLET - FURNITURE FEED FROM WALL 4 11/16" 4 11/16" 2 1/8" PULL BOX W/ RAISED ONE-DEVICE COVER RACO 258 259 OR 265 PER PROJECT STANDARD OUTLET HEIGHT - FLUSH (UNO) - REFER TO ARCH. DRAWINGS - E N8 WALL TELECOM OUTLET - IN FURNITURE 4 11/16" 4 11/16" 2 1/8" COORDINATE WITH FURNITURE - COORDINATE INSTALLATION WITH FURNITURE - E N11 WALL TELECOM OUTLET - SECURITY CAMERA 4 11/16" 4 11/16" 2 1/8" PULL BOX W/ RAISED ONE-DEVICE COVER RACO 258 259 OR 265 120" AFF - FLUSH - E N12 WALL TELECOM OUTLET - WALL-MOUNTED CLOCK 4 11/16" 4 11/16" 2 1/8" PULL BOX W/ RAISED ONE-DEVICE COVER RACO 258 259 OR 265 130" AFF - FLUSH - - N22-1 CEILING TELECOM OUTLET - AV DEVICE 4 11/16" 4 11/16" 2 1/8" PULL BOX W/ BLANK COVER RACO 258 259 OR 265 18" ABOVE ACCESSIBLE CEILING - E N23-3 CEILING TELECOM OUTLET - WAP 4 11/16" 4 11/16" 2 1/8" PULL BOX W/ RAISED ONE-DEVICE COVER RACO 258 259 OR 265 SUSPENDED FROM DECK - FLUSH WITH CEILING - - N24-2 CEILING TELECOM OUTLET - SECURITY CAMERA 4 11/16" 4 11/16" 2 1/8" PULL BOX W/ BLANK COVER RACO 258 259 OR 265 SURFACE MOUNT TO DECK - E N24-3 CEILING TELECOM OUTLET - SECURITY CAMERA 4 11/16" 4 11/16" 2 1/8" PULL BOX W/ RAISED ONE-DEVICE COVER RACO 258 259 OR 265 SUSPENDED FROM DECK - FLUSH WITH CEILING - E

TECHNOLOGY TELECOM JUNCTION BOX LEGEND

TYPE FUNCTION VOLTS AMPS NEMA DESCRIPTION ADDITIONAL REQUIREM ENTS MOUNTING STYLE REFERENCE

DETAIL LEGEND NOTES SYM STYLE
P1 FLOOR POWER RECEPTACLE - FLOOR DEVICE 120 20 5-20R DUPLEX RECEPTACLE INSIDE FLOOR DEVICE - INSTALL IN FLOOR DEVICE PER MFR DIRECTIONS - A, B, G P2 WALL POWER RECEPTACLE - DISPLAY 120 20 5-20R DUPLEX RECEPTACLE INSIDE DISPLAY BOX - INSTALL IN DISPLAY BOX PER MFR DIRECTIONS 3, 4/T801 D, G P3 WALL POWER RECEPTACLE - DISPLAY 208 20 6-20R DUPLEX RECEPTACLE INSIDE DISPLAY BOX DEDICATED CIRCUIT INSTALL IN DISPLAY BOX PER MFR DIRECTIONS 1, 2/T801 C, G P4 WALL POWER RECEPTACLE - TECHNOLOGY 120 20 5-20R DUPLEX RECEPTACLE - PER PROJECT STANDARD OUTLET HEIGHT - FLUSH (UNO) - REFER TO ARCH. DRAWINGS - G P8 WALL POWER RECEPTACLE - TELECOM RACK 120 20 L5-20R TWIST-LOCK RECEPTACLE DEDICATED CIRCUIT MOUNT TO CABLE RUNWAY ABOVE EQUIPMENT RACK - - P16 WALL POWER CIRCUIT - ACCESS CONTROL PANEL 120 20 - HARDWIRED POWER CIRCUIT DIRECT TO ACCESS CONT ROL PANEL DEDICATED CIRCUIT REFER TO PLANS & ELEVATIONS - G P17 WALL POWER RECEPTACLE - CONVENIENCE DUPLEX 120 20 5-20R DUPLEX RECEPTACLE - PER PROJECT STANDARD OUTLET HEIGHT - FLUSH (UNO) - REFER TO ARCH. DRAWINGS - G P18 WALL POWER RECEPTACLE - TELECOM RACK 208 30 L6-30R TWIST-LOCK RECEPTACLE DEDICATED CIRCUIT MOUNT TO CABLE RUNWAY ABOVE EQUIPMENT RACK - G

TECHNOLOGY POWER LEGEND
TYPE CAT6 CAT6A FIBER COAX REFERENCE

DETAIL NOTES
A 1 0 0 0 1/T902 DATA, BLUE CABLE/JACK
B 2 0 0 0 1/T902 DATA, BLUE CABLE/JACK
C 4 0 0 0 1/T902 DATA, BLUE CABLE/JACK
E 0 0 0 0 1/T902 PASS-THRU/FURNITURE FEED
G 0 2 0 0 1/T902 DATA, BLUE CABLE/JACK, DIRECT CONNECT
J 2 0 0 0 1/T902 AUDIOVISUAL, WHITE CABLE/JACK
K 4 0 0 0 1/T902 AUDIOVISUAL, WHITE CABLE/JACK
L 6 0 0 0 1/T902 AUDIOVISUAL, WHITE CABLE/JACK

TELECOM CABLING LEGEND
TYPE

NOMINAL
IMAGE

DIAGONAL

NOMINAL CASE SIZE NOMINAL
WEIGHT

BACKING
HEIGHT
(H)
WIDTH
(W)
DEPTH
(D)
HEIGHT
(H)
WIDTH
(W)
1 55" 29" 50" 4" 60 24" 48"
2 65" 34" 59" 4" 77 24" 48"
3 75" 39" 67" 4" 113 36" 64"
4 135" 66 7/16" 118 1/8" 2" 450 72" 120"

DISPLAY TYPE LEGEND

ALL DIMENSIONS IN INCHES / WEIGHT IN POUNDS
NOTES:

1. SEE THE ROOM DISPLAY SCHEDULE ON THIS SHEET FOR LOC ATIONS.

2. BACKING, JUNCTION BOXES, CONDUIT AND ELECTRICAL BY GENERAL CONTRACTOR.

3. DISPLAY, DISPLAY MOUNT AND CABLING PROVIDED BY AV C ONTRACTOR.

4. DISPLAY IMAGE DIAGONAL, CASE SIZE AND WEIGHT ARE PR OVIDED TO ESTABLISH THE APPROPRIATE BACKING REQUIREMENTS. THESE SIZES ARE S UBJECT TO CHANGE.

ALL DIMENSIONS IN INCHES
ROOM
NUMBER

DISPLAY
QTY

DISPLAY
TYPE
ELEV
AFF OC
101 2 1 66"
105 2 2 60"
106 2 3 120"
106 2 4 93"
107 1 2 60"
109 1 1 60"

ROOM DISPLAY SCHEDULE

FLAT PANEL DISPLAY MOUNTING STYLE DETAILS
REFER TO THE PROJECTOR & DISPLAY MOUNTING STYLE LEG END FOR MORE INFORMATION.

06.30.23 BUILDING PERMIT SUBMITTAL

07.28.23 BUILDING PERMIT SUBMITTAL 02

09.01.23 ISSUED FOR CONSTRUCTION
+25
+25

45.5" WS EXIST'G TB

PER CLIENT
+25
+25

45.5" WS EXIST'G TB

PER CLIENT
10 11 12 13
G
H
J
K
L
14 15 16
T401
1 WOMEN WOMEN
E174

MEN MEN
E173
E.O.C. DIRECTOR E.O.C. DIRECTOR
109

VESTIBULE VESTIBULE
E103
E.O.C. E.O.C.
106

CONFERENCE
ROOM

CONFERENCE
ROOM
105
ELECT. ELECT.

E108

MEN MEN
E105

RECORDS RECORDS
109

HALLWAY HALLWAY
E172

CONFERENCE
ROOM

CONFERENCE
ROOM
107

ENTRY ENTRY
100

WOMEN WOMEN
E104

RECORDS

SUPERVISOR

RECORDS

SUPERVISOR
110

OFFICE OFFICE
104
CUST. CUST.

E187

LOBBY LOBBY
E101

AV/IT AV/IT
108

COMMUNITY RISK COMMUNITY RISK
102

OFFICE OFFICE
103
1 D8(N2,P2)
D8(N2,P2)
1 D8(N2,P2)W3
TP2
2 D8(N2,P2) D8(N2,P2)
22 D7(P3)
D7(P3)
D7(P3)
D7(P3)
4 4
TP2
TP2 W3
W3
P4
P4
N4
N4
N4
N4
N8 N8 N8
N8
N8
N8 N8 N8
N8
N8
N8
N7 N7 N7
N7
N4 N4
N4
N4
P4
N4
N4 N4 N4
N4
N4
N4
N11
N11
C1
C1
N4
N6
P4
RISER
4 T501
RISER
1 T501
RISER
2 T501
RISER
3 T501
RISER
5 T501
N11
N7
N7
N7

CONDUIT CLOSET CONDUIT CLOSET
110
N7 N7
D8(N2,P2)
1 3
3 D8(N2,P2)
D8(N2,P2)
@120" A.F.F.

T401
3 W3
N8
18" WIDE, 2 1/2" DEEP WALKER TRENCHDUCT TRENCH
F18(N1,P1)

HALLWAY HALLWAY
101
W3
F18(N1,P1)
N4
N4
N4
N4
N12
N12 @96" A.F.F.

N4
N4
N8
N8
N8
N8
N8
N8
N8
F18(N1,P1)
N8
N8
N8
N8
N8
N8
N8
F18(N1,P1)
N8
N8
N8
N8
N8
N8
N8
F18(N1,P1)
N8
N8
N8
N8
N8 N8
N8 N8
F18(N1,P1)
N8 N8
N8 N8
F18(N1,P1)
N8 N8
N8 N8
N8 N8 N8
N8
N4
T701 6
T701 4
T701 1
T701 7
T701 5
T701
3 N11
T701
2 D8(N2,P2)
D8(N2,P2)
P4
AV • IT • SECURITY • ACOUSTICS
11301 West Olympic Blvd
Suite 348
Los Angeles, CA 90064
213.412.4870
WWW.NV5.COM/TECH
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
1/8" = 1'-0"
T203 TECHNOLOGY INFRASTRUCTURE PLAN -

EOC WING

CARLSBAD POLICE AND FIRE HEADQUARTERS

RENOVATION
Author
Checker ISSUED FOR CONSTRUCTION

09.01.23 2560 ORION WAY
CARLSBAD, CA 92010
1/8" = 1'-0" T203
1 TECHNOLOGY INFRASTRUCTURE PLAN - EOC WING

06.30.23 BUILDING PERMIT SUBMITTAL

07.28.23 BUILDING PERMIT SUBMITTAL 02

09.01.23 ISSUED FOR CONSTRUCTION
10 11 12 13
G
H
J
K
L
14 15 16

WOMEN WOMEN
E174

MEN MEN
E173
E.O.C. DIRECTOR E.O.C. DIRECTOR
109

VESTIBULE VESTIBULE
E103
E.O.C. E.O.C.
106
E.O.C. E.O.C.
106

CONFERENCE
ROOM

CONFERENCE
ROOM
105
ELECT. ELECT.

E108

MEN MEN
E105

RECORDS RECORDS
109

HALLWAY HALLWAY
E172

CONFERENCE
ROOM

CONFERENCE
ROOM
107

ENTRY ENTRY
100

WOMEN WOMEN
E104

RECORDS

SUPERVISOR

RECORDS

SUPERVISOR
110

OFFICE OFFICE
104
CUST. CUST.

E187

LOBBY LOBBY
E101

AV/IT AV/IT
108

COMMUNITY RISK COMMUNITY RISK
102

OFFICE OFFICE
103
T401
1 S
SS
SS
S S

S S S S S
S
S
SS
S
SS
S
SS
S
SS
S
S
(2) 4" CONDUITS
N24-3
N24-3
N24-3
N24-2
(2) 4" CONDUITS
T401
3 N23-3
N23-3
N23-3

HALLWAY HALLWAY
101
12"x4" CABLE BASKET
12"x4" CABLE BASKET
12"x4" CABLE BASKET
12"x4" CABLE BASKET
N22-1
N22-1
N22-1
N22-1
N22-1
N24-3
(2) 4" CONDUITS
(2) 4" CONDUITS
AV • IT • SECURITY • ACOUSTICS
11301 West Olympic Blvd
Suite 348
Los Angeles, CA 90064
213.412.4870
WWW.NV5.COM/TECH
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
1/8" = 1'-0"
T204 TECHNOLOGY INFRASTRUCTURE

REFLECTED CEILING PLAN - EOC WING

CARLSBAD POLICE AND FIRE HEADQUARTERS

RENOVATION
Author
Checker ISSUED FOR CONSTRUCTION

09.01.23 2560 ORION WAY
CARLSBAD, CA 92010
1/8" = 1'-0" T204
1 TECHNOLOGY INFRASTRUCTURE REFLECTED CEILING PLAN - EOC WING

06.30.23 BUILDING PERMIT SUBMITTAL

07.28.23 BUILDING PERMIT SUBMITTAL 02

09.01.23 ISSUED FOR CONSTRUCTION
+25
+25

45.5" WS EXIST'G TB

PER CLIENT
+25
+25

45.5" WS EXIST'G TB

PER CLIENT
10 11 12 13
G
H
J
K
L
14 15 16

WOMEN WOMEN
E174

MEN MEN
E173
E.O.C. DIRECTOR E.O.C. DIRECTOR
109

VESTIBULE VESTIBULE
E103
E.O.C. E.O.C.
106

CONFERENCE
ROOM

CONFERENCE
ROOM
105
ELECT. ELECT.

E108

MEN MEN
E105

RECORDS RECORDS
109

HALLWAY HALLWAY
E172

CONFERENCE
ROOM

CONFERENCE
ROOM
107

ENTRY ENTRY
100

WOMEN WOMEN
E104

RECORDS

SUPERVISOR

RECORDS

SUPERVISOR
110

OFFICE OFFICE
104
CUST. CUST.

E187

LOBBY LOBBY
E101

AV/IT AV/IT
108

COMMUNITY RISK COMMUNITY RISK
102

OFFICE OFFICE
103
N2J
N2K
N2K
N2K N2K
T401
1 N4C
N4C
N4C
N4C
N8B N8B N8B
N8B
N8B
N8B N8B N8B
N8B
N8B
N8B
N7E N7E N7E
N7E
N4C N4C
N4B
N4C

CONDUIT CLOSET CONDUIT CLOSET
110
N11A
N11A
N24-3A
N24-3A
N24-3A
N24-2A
N6C
N11A
N7E
N7E
N7E
N7E N7E
N2J
N2J
N2J
T401
3 N23-3G
N23-3G
N23-3G
N8B
N1E

HALLWAY HALLWAY
101
N22-1B
N22-1A
N4L
N4K
N4L N4L N4L
N4L N4L N4L
N1E
N4B
N4B
N4L
N4K
N22-1J
N22-1J
N22-1J
N12J
N12J
N4B
N4B
N8B
N8B
N8B
N8B
N8B
N8B
N8B
N1E
N8B
N8B
N8B
N1E
N8B
N8B
N8B
N8B
N8B
N8B
N8B
N1E
N8B
N8B
N8B
N8B
N8B N8B
N8B N8B N1E
N8B
N1E
N8B N8B
N8B N8B
N8B N8B N8B
N8L
N4B
N8B
N8B
N8B
N8B
N8B
N8B N8B
N24-3A
N11A
N2J
N2J
AV • IT • SECURITY • ACOUSTICS
11301 West Olympic Blvd
Suite 348
Los Angeles, CA 90064
213.412.4870
WWW.NV5.COM/TECH
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
1/8" = 1'-0"
T205 TELECOM PLAN - EOC WING

CARLSBAD POLICE AND FIRE HEADQUARTERS

RENOVATION
Author
Checker ISSUED FOR CONSTRUCTION

09.01.23 2560 ORION WAY
CARLSBAD, CA 92010
1/8" = 1'-0" T205
1 TELECOM PLAN - EOC WING

06.30.23 BUILDING PERMIT SUBMITTAL

07.28.23 BUILDING PERMIT SUBMITTAL 02

09.01.23 ISSUED FOR CONSTRUCTION
CL
CABINET-1 CABINET-2 CABINET-3
P18 P18 P18 P18 P18 P18
48 PORT PATCH PANEL

HORIZONTAL CABLE MANAGER
48 PORT PATCH PANEL
48 PORT PATCH PANEL
48 PORT PATCH PANEL

HORIZONTAL CABLE MANAGER
48 PORT PATCH PANEL

HORIZONTAL CABLE MANAGER

BLANK FILLER PANEL
110 TIE DOWN PANEL

FIBER OPTIC PANEL

HORIZONTAL CABLE MANAGER

BLANK FILLER PANEL

HORIZONTAL CABLE MANAGER

UPS UPS UPS

UPS TO BE CONNECTED TO THE EMERGENCY
POWER SUPPLY L6-30R MOUNTED ON LADDER
RACK AT TOP OF CABINET(TYPICAL).

WIFI AND SECURITY PANEL
63"
CABINET-1 CABINET-2 CABINET-3
T401
2 P17
P17
P17
12"W CABLE RUNWAY
@ 91" AFF (TYP)

CPI ZETAFRAME CABINET (TYP)
3/4" PLYWOOD BACKBOARD

SHEETS MOUNTED VERTICALLY
@ 8" AFF (TYP)
(2) 4" CONDUITS

GROUND BUSBAR
@ 86" AFF
P18 P18 P18 P18 P18 P18

RESERVED FOR

FUTURE AV CABINET
P18 P18
18"W VERTICAL

CABLE RUNWAYS
36"
41"
8"
92"

RELOCATED SECURITY ACP
P16

TELECOM AREA TIE-DOWN
TELECOM 110 TERMINAL BLOCK
TO BE CABLED TO CABINET 110 CROSS CONNECT

WALKERCELL BOOT RISER
3" CONDUIT TO ROOF
WITH WEATHERHEAD.

P8 P8 P8

WALKER TRENCHDUCT

SWEEP VERTICAL RISER
T401 4
12"W CABLE RUNWAY
@ 91" AFF (TYP)

ELECTRICIAN TO

PROVIDE AND INSTALL
(2) 4" CONDUIT SLEEVES
3/4" PLYWOOD BACKBOARD

SHEETS MOUNTED VERTICALLY
@ 8" AFF (TYP)
EXISTING (2) 4" CONDUITS

TO EXISTING MDF
EXISTING 2" CONDUIT
12"W VERTICAL

CABLE RUNWAY
12"W VERTICAL

CABLE RUNWAY

ELECTRICIAN TO

PROVIDE AND INSTALL
(2) 4" CONDUIT SLEEVES
12"W VERTICAL

CABLE RUNWAY
(2) 4" CONDUITS
TO EXISTING MDF 2" CONDUIT
(2) 12"W VERTICAL

CABLE RUNWAYS
3/4" PLYWOOD BACKBOARD

SHEETS MOUNTED VERTICALLY
@ 8" AFF (TYP)
12"W CABLE RUNWAY
@ 91" AFF (TYP)
(2) 4" CONDUITS
(2) 4" CONDUITS

EXISTING SATELLITE BASE STATION SYSTEM TO BE
TAGGED AND SECURED FROM DAMAGE IN PLACE.

DEMO: EXISTING FIBER BACKBONE TO BE REPLACED,
REPLACE, AND RE-TERMINATED IN THE NEW IDF ROOM 108.

EXISTING SECURITY ACP TO RE-TERMINATED IN IDF 108.

ELECTRICIAN TO PROVIDE AND
INSTALL 4" CONDUIT ROOF
PENETRATION TO NEMA 4
RATED JUNCTION BOX.
32"x32" LOW VOLTAGE PULL BOX
AV • IT • SECURITY • ACOUSTICS
11301 West Olympic Blvd
Suite 348
Los Angeles, CA 90064
213.412.4870
WWW.NV5.COM/TECH
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
As indicated
T401 TELECOM ENLARGED PLANS AND

ELEVATIONS

CARLSBAD POLICE AND FIRE HEADQUARTERS

RENOVATION
Author
Checker ISSUED FOR CONSTRUCTION

09.01.23 2560 ORION WAY
CARLSBAD, CA 92010
3/4" = 1'-0" T401
2 IDF E182 - RACK ELEVATION
1/2" = 1'-0" T401
1 IDF E182
1/2" = 1'-0" T401
3 CONDUIT CLOSET 110
3/4" = 1'-0" T401
4 CONDUIT CLOSET 110 - WALL ELEVATION

06.30.23 BUILDING PERMIT SUBMITTAL

07.28.23 BUILDING PERMIT SUBMITTAL 02

09.01.23 ISSUED FOR CONSTRUCTION
FLOOR

CEILING

STRUCTURE STRUCTURE

CEILING
FLOOR
N A
A
A
A
FLOOR

CEILING

STRUCTURE STRUCTURE

CEILING
FLOOR
N A
A
A
A
FLOOR

CEILING

STRUCTURE STRUCTURE

CEILING
FLOOR
N A
A
A
A
FLOOR

CEILING

STRUCTURE STRUCTURE

CEILING
FLOOR
N A
A
FLOOR

CEILING

STRUCTURE STRUCTURE

CEILING
FLOOR
N A
A A
A
A
D8(N2,P2)

FLAT PANEL

DISPLAY
(1) 1-1/4" C
(1) 1-1/4" C TO AV/IT 108

STUB TO ABOVE

CABLE RUNWAY
(1) 1" C

CONTROL
PANEL
TP2
W3

WALL PLATE
(TYP. 1 OF 2)
(2) 1" C
D8(N2,P2)

FLAT PANEL

DISPLAY
(1) 1-1/4" C
(1) 1-1/4" C TO AV/IT 108

STUB TO ABOVE

CABLE RUNWAY
(1) 1" C

CONTROL
PANEL
TP2
W3

WALL PLATE
(2) 1" C
D8(N2,P2)

FLAT PANEL

DISPLAY
(TYP. 1 OF 2)
(1) 1-1/4" C
(1) 1-1/4" C TO COMMUNITY RISK 102

STUB TO ABOVE

CABLE RUNWAY
(1) 1" C

CONTROL
PANEL
TP2
W3

WALL PLATE
(2) 1" C
TO AV/IT 108

STUB TO ABOVE

CABLE RUNWAY
D8(N2,P2)

FLAT PANEL

DISPLAY
(TYP. 1 OF 2)
(1) 1-1/4" C
D8(N2,P2)

FLAT PANEL

DISPLAY
(TYP. 1 OF 2)
(1) 1-1/4" C
(4) 2" C TO AV/IT 108

STUB TO ABOVE

CABLE RUNWAY
(2) 1" C
D7P3)

FLAT PANEL

DISPLAY
(TYP. 1 OF 4)
(1) 1-1/4" C
W3

WALL PLATE
(1) 1" C
CAMERA
(TYP. 1 OF 2)
C1
AV • IT • SECURITY • ACOUSTICS
11301 West Olympic Blvd
Suite 348
Los Angeles, CA 90064
213.412.4870
WWW.NV5.COM/TECH
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
3/4" = 1'-0"
T501 AUDIOVISUAL INFRASTRUCTURE ROOM
RISERS

CARLSBAD POLICE AND FIRE HEADQUARTERS

RENOVATION
Author
Checker ISSUED FOR CONSTRUCTION

09.01.23 2560 ORION WAY
CARLSBAD, CA 92010
3/4" = 1'-0" T501
1 E.O.C. DIRECTOR 108
3/4" = 1'-0" T501
2 CONFERENCE ROOM 106
3/4" = 1'-0" T501
3 CONFERENCE ROOM 104
3/4" = 1'-0" T501
4 HALLWAY E176
3/4" = 1'-0" T501
5 E.O.C.-1 105-1

06.30.23 BUILDING PERMIT SUBMITTAL

07.28.23 BUILDING PERMIT SUBMITTAL 02

09.01.23 ISSUED FOR CONSTRUCTION
4 EXISTING MAIN TELECOM (MDF) AV/IT 108 (IDF)
5 5
5 1
1 7
2 5

DESIGNATION CABLE TYPE CABLE CONFIGURATION
1 2
4 5
6 7
(24) FOSM, MDF TO IDF
25 - PAIR CAT. 3 COPPER, MDF TO IDF

1. ALL CABLE BASKET AND CONDUIT FOR TELECOM SHALL B E FURNISHED AND INSTALLED BY DIVISION 26.

2. TELECOM BONDING BACKBONE (TBB) CONDUCTORS SHALL BE AS SIZED BY THE ELECTRICAL ENGINEER AND SHALL BE FURNISHED AND INSTALLED BY DIVISION 26.

3. 6 AWG TBB CONDUCTORS SHALL BE FURNISHED AND INST ALLED BY DIVISION 27. INDIVIDUAL "HOME" RUNS SHALL BE MADE FROM THE TMGB/TGB TO EACH OPEN FRAME EQUIPMENT RACK. RACKS SHALL NOT BE DAISY CHAINED.

4. CABLE RUNWAY WITHIN MDF AND TELECOM ROOM SPACES SHALL BE FURNISHED AND INSTALL BY DIVISION 27. 6 AW G GROUND CONDUCTORS SHALL BE FURNISHED AND INSTALLED BY DIVISION 27. EACH CABLE RUNWAY ASSEMBLY SHALL HAVE A MINIMUM OF ONE "HOME" RUN BACK TO THE TGB. ALL CONTIGUOUS CABLE RUNWAY SEGMENTS SHALL BE BONDED TO GETHER USING 6 AWG STRAPS AND GROUNDED ACCORDING TO SPECIFICATIONS.

COPPER

OPTICAL

FIBER SERVICE ENTRANCE (NOT IN CONTRACT)

UNPROTECTED COPPER, SERVICE ENTRANCE (NOT IN CONTRA CT)

OPTICAL
COPPER
6 AWG STRANDED GROUND CONDUCTOR BY DIVISION 27 (WIT HIN MDF AND TELE/DATA SPACES) TELECOM BONDING BACKBONE (TBB) INCLUDING ASSOCIATED PATHWAYS BY DIVISION 26 COPPER COPPER
3 COPPER 25 - PAIR CAT. 3 COPPER, PRIMARY PROTECTION TO 110 CROSSCONNECT 67 5
5 5
3 4

BUILDING RISER CABLE SCHEDULE

BUILDING RISER GENERAL NOTES
4 INCOMING SERVICES
(EXISTING)
02 SECOND FLOOR
01 FIRST FLOOR
02 SECOND FLOOR
01 FIRST FLOOR

OPTICAL

OPTICAL
TGB

OPTICAL COPPER
TMGB
COPPER 110
(2) 4" CONDUITS
(EXISTING)
6 7

ROOM NEXT TO MDF RISER CLOSET
4" CONDUIT TO ROOF WITH

WEATHERPROOF NEMA RATED

JUNCTION BOX
AV • IT • SECURITY • ACOUSTICS
11301 West Olympic Blvd
Suite 348
Los Angeles, CA 90064
213.412.4870
WWW.NV5.COM/TECH
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
1/4" = 1'-0"
T601 TELECOM BUILDING RISER

CARLSBAD POLICE AND FIRE HEADQUARTERS

RENOVATION
Author
Checker ISSUED FOR CONSTRUCTION

09.01.23 2560 ORION WAY
CARLSBAD, CA 92010
1/4" = 1'-0" T601
1 TELECOM BUILDING RISER

06.30.23 BUILDING PERMIT SUBMITTAL

07.28.23 BUILDING PERMIT SUBMITTAL 02

09.01.23 ISSUED FOR CONSTRUCTION
FLOOR

CEILING

STRUCTURE STRUCTURE

CEILING
FLOOR
N
N A
N
N
N A
A
N
N
N N
N
(1) 1-1/4" C
(1) 2" C
(1) 1" C
(1) 1" C
N24-3
N2

AV WALL BOX
(FLAT PANEL DISPLAY)
SECURITY CAMERA (1) 1" C

SECURITY CAMERA
(1) 1" C

SECURITY CAMERA
D8(N2,P2)
N11
N24-2
N4

STANDARD FURNITURE
FEED
N7

INDIVIDUAL CONDUITS

TO NEAREST TELECOM

CABLE BASKET OR FLOOR DUCT
F18(N1,P1)

WALKERCELL

FLOOR BOX

IN FURNITURE
N8
LEGRAND TRENCHDUCT/WALKERCELL N1
(1) 1-1/4" C
N6
ABOVE

COUNTER
AV • IT • SECURITY • ACOUSTICS
11301 West Olympic Blvd
Suite 348
Los Angeles, CA 90064
213.412.4870
WWW.NV5.COM/TECH
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
3/4" = 1'-0"
T602 TYPICAL TELECOM RISER

CARLSBAD POLICE AND FIRE HEADQUARTERS

RENOVATION
Author
Checker ISSUED FOR CONSTRUCTION

09.01.23 2560 ORION WAY
CARLSBAD, CA 92010
3/4" = 1'-0" T602
1 TELECOM TYPICAL CONDUIT RISER

06.30.23 BUILDING PERMIT SUBMITTAL

07.28.23 BUILDING PERMIT SUBMITTAL 02

09.01.23 ISSUED FOR CONSTRUCTION
D8(N2,P2)
1 N4
50"
66"
126"
74"
D8(N2,P2)
1 D8(N2,P2)
2 N4 W3 P4
TP2
D8(N2,P2)
2 55" 59" 58"
60" 30" 30"
46"
C1
N4 W3
4 D7(P3) D7(P3) D7(P3) D7(P3)
4 N12
P4
N4
N6
N4
23" 23" 23" 23"
102"
159" 119" 193"
93"
111"
P4
120"
200" 67" 205"
55"
D8(N2,P2)
3 N12 D8(N2,P2)
3 2
D8(N2,P2)
W3 P4 N4
TP2
34"
66" 49"
60"
1 D8(N2,P2)
N4 W3 P4
TP2
63" 75"
37"
60"
AV • IT • SECURITY • ACOUSTICS
11301 West Olympic Blvd
Suite 348
Los Angeles, CA 90064
213.412.4870
WWW.NV5.COM/TECH
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
3/8" = 1'-0"
T701 TECHNOLOGY INFRASTRUCTURE

ELEVATIONS

CARLSBAD POLICE AND FIRE HEADQUARTERS

RENOVATION
Author
Checker ISSUED FOR CONSTRUCTION

09.01.23 2560 ORION WAY
CARLSBAD, CA 92010
3/8" = 1'-0" T701
1 HALLWAY 101 - EAST
3/8" = 1'-0" T701
2 HALLWAY 101 - SOUTH
3/8" = 1'-0" T701
3 CONFERENCE ROOM 105
3/8" = 1'-0" T701
4 E.O.C. 106 - EAST
3/8" = 1'-0" T701
5 E.O.C. 106 - WEST
3/8" = 1'-0" T701
6 CONFERENCE ROOM 107
3/8" = 1'-0" T701
7 E.O.C. DIRECTOR 109

06.30.23 BUILDING PERMIT SUBMITTAL

07.28.23 BUILDING PERMIT SUBMITTAL 02

09.01.23 ISSUED FOR CONSTRUCTION
11 1/4"
NOTES:

1. BOX IS SUPPLIED WITH (1) 3/4, 1-1/4" KNOCKOUT PLA TES AND (1) 2" KNOCKOUT PLATES. ADDITIONAL KNOCKOUT PLATES SHALL BE ORDERED AS NECESSARY TO

MEET THE CONDUIT REQUIREMENTS FROM THE AUDIOVISUAL INFRASTRUCTURE ROOM RISERS AND THE TELECOM TYPICAL CONDUIT RISER.

TELECOM POWER
AV
11 5/8"
KO TRADE SIZE LOCATION QTY.
1 1", 2" 1BOTTOM

KNOCKOUT CHART
BOTTOM
2" 1TOP
3/4", 1-1/4" 1TOP
3/4" 1TOP
3/4", 1-1/4"
3 7/8"

COVER SHOWN

IN PHANTOM

STEEL OR WOOD STUDS

WIREMOLD EVOLUTION EFSC
COVER ASSY.

WIREMOLD EVOLUTION
EFSB2 ASSY. [D7(N2,P3)]

STEEL OR WOOD STUDS

STEEL OR WOOD BACKING, SIZED PER

THE DISPLAY TYPE LEGEND AND TO
SUPPORT THE WEIGHT SHOWN WITH A x5
SAFETY FACTOR. THE BACKING SHALL
SPAN A MINIMUM OF 3 STUD CAVITIES.

NOTES:

1. BACKING CENTERED AT LOCATION OF FLAT PANEL DISPL AY.

2. ALWAYS SPAN BETWEEN AT LEAST THREE STUD CAVITIES .

3. SEE PARTITION TYPES FOR STUD SIZE AND MATERIAL.

4. VERIFY LOCATIONS OF BACKING WITH PLANS & ROOM EL EVATIONS.

5. FLAT PANEL DISPLAYS AND MOUNTING BRACKETS BY AV CONTRACTOR.

TELECOM
COMPARTMENT [N2]
POWER
COMPARTMENT [P3]

AV COMPARTMENT
11 1/4"
NOTES:

1. BOX IS SUPPLIED WITH (2) 3/4, 1-1/4" KNOCKOUT PLA TES AND (2) 2" KNOCKOUT PLATES. ADDITIONAL KNOCKOUT PLATES SHALL BE ORDERED AS NECESSARY TO

MEET THE CONDUIT REQUIREMENTS FROM THE AUDIOVISUAL INFRASTRUCTURE ROOM RISERS AND THE TELECOM TYPICAL CONDUIT RISER.

POWER

TELECOM AV
AV
10 7/8"
KO TRADE SIZE LOCATION QTY.
1 1
BOTTOM

KNOCKOUT CHART
BOTTOM
2" 1TOP
3/4", 1-1/4" 1TOP
3/4" 1TOP
3 7/8"
1BOTTOM
2"
3/4", 1-1/4"
3/4"

COVER SHOWN

IN PHANTOM

STEEL OR WOOD STUDS

WIREMOLD EVOLUTION EFSC
COVER ASSY.

POWER
COMPARTMENT [P2]

TELECOM
COMPARTMENT [N2]

WIREMOLD EVOLUTION
EFSB4 ASSY. [D8(N2,P2)]

AV COMPARTMENTS

STEEL OR WOOD STUDS

STEEL OR WOOD BACKING, SIZED PER

THE DISPLAY TYPE LEGEND AND TO
SUPPORT THE WEIGHT SHOWN WITH A x5
SAFETY FACTOR. THE BACKING SHALL
SPAN A MINIMUM OF 3 STUD CAVITIES.

NOTES:

1. BACKING CENTERED AT LOCATION OF FLAT PANEL DISPL AY.

2. ALWAYS SPAN BETWEEN AT LEAST THREE STUD CAVITIES .

3. SEE PARTITION TYPES FOR STUD SIZE AND MATERIAL.

4. VERIFY LOCATIONS OF BACKING WITH PLANS & ROOM EL EVATIONS.

5. FLAT PANEL DISPLAYS AND MOUNTING BRACKETS BY AV CONTRACTOR.

JUNCTION BOX [J#]

STEEL OR WOOD STUDS
NOTES:

1. BACKING TO SPAN AT LEAST 1 STUD CAVITY.

2. SEE ARCHITECTURAL DRAWINGS FOR STUD SIZE AND TYP E.

3. VERIFY LOCATIONS OF BACKING PLATES WITH TECHNOLO GY DRAWINGS. 18"H x 16"W MIN

STEEL OR WOOD BACKING
SPAN AT LEAST 1 STUD CAVITY
1' -4"
MAX.
4"
MAX.

CUT AND BEND FLANGES
@ STUDS
MIN 6"x16 GA. UNPUNCHED STEEL TRACK W/ MIN 2" FLANG ES
ONE PIECE ON MIN. OF 3 STUDS. EXTEND BACKING ONE
STUD BAY BEYOND EDGE OF CABINET OR EQUIP.
3 #10 S.M.S. EACH STUD
STUDS PER PLAN (16 GA. MIN)
NOTE:

NOTCHING OR CUTTING OF BACKING TRACK IS NOT PERMITT ED EXCEPT AROUND WALL STUD FLANGES. TRACK FLANGES S HALL NOT BE CUT MORE THAN 1/2" WIDER THAN WIDTH OF WALL STUDS. 1' -4"
MAX.

AV • IT • SECURITY • ACOUSTICS
11301 West Olympic Blvd
Suite 348
Los Angeles, CA 90064
213.412.4870
WWW.NV5.COM/TECH
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
As indicated
T801 TECHNOLOGY INFRASTRUCTURE

DETAILS

CARLSBAD POLICE AND FIRE HEADQUARTERS

RENOVATION
Author
Checker ISSUED FOR CONSTRUCTION

09.01.23 2560 ORION WAY
CARLSBAD, CA 92010
3" = 1'-0" T801
1 WIREMOLD EVOLUTION EFSB2 FLAT PANEL DISPLAY WALL BO X 1" = 1'-0" T801
2 WIREMOLD EVOLUTION EFSB2 FLAT PANEL DISPLAY AND WAL L BOX BACKING 3" = 1'-0" T801
3 WIREMOLD EVOLUTION EFSB4 FLAT PANEL DISPLAY WALL BO X 1" = 1'-0" T801
4 WIREMOLD EVOLUTION EFSB4 FLAT PANEL DISPLAY AND WAL L BOX BACKING 1" = 1'-0" T801
5 WALL MOUNTED JUNCTION BOX BACKING
2" = 1'-0" T801
6 DESK MOUNTED PANIC BUTTON

06.30.23 BUILDING PERMIT SUBMITTAL

07.28.23 BUILDING PERMIT SUBMITTAL 02

09.01.23 ISSUED FOR CONSTRUCTION
2 4
5 3
1 QTY.
1 2
2 4
4 DESCRIPTION

GROUND BAR

WALL MOUNTING BRACKET

INSULATOR
5/8-11 x 1" HHCS

LOCK WASHER
ITEM
1 2
3 4
5 6" (TYP.)

CABLE RUNWAY
AV/IT 108 90"
4" SLEEVE CABLE BASKET

ACCESSIBLE

CEILING
6" (TYP.)
4" SLEEVE CABLE BASKET

ACCESSIBLE

CEILING

CONDUIT

BUSHING (TYP)

CABLE BASKET
3/8" THREADED ROD

TRIANGULAR SUPPORT

BRACKET - AS REQUIRED
SEE DETAIL 8/T901

LINER FOR OPEN

CEILING AREAS
UNISTRUT P -1000 SERIES CHANNEL

CABLE BASKET
5/16 -18 x 2 1/4" J -BOLT
W/ 5/16 -18 HEX NUTS AND LOCK WASHERS
4" CONDUITS

CONDUIT

BUSHING (TYP)

CABLE BASKET

CANTILEVER BRACKET

AS REQUIRED
P1000 UNISTRUT TRANSVERSE

AND/OR LONGITUDINAL BRACE
@ 10'-0" OC 150LB MAX
3/8" THREADED ROD
HANGER

LADDER (FLANGE IN)
6" MAX
4" CONDUITS

CONDUIT

BUSHING (TYP)
P1000 UNISTRUT TRANSVERSE

AND/OR LONGITUDINAL BRACE
@ 10'-0" OC 150LB MAX
3/8" THREADED ROD
HANGER

GYP WALLBOARD

METAL STUD

CABLE BASKET
NOTES:

1. TRIANGULAR SUPPORT BRACKET SPACING 5' OC.

TRIANGULAR SUPPORT

BRACKET
(3) #10 PAN HEAD S.M.S.

BACKING STUDS
AV • IT • SECURITY • ACOUSTICS
11301 West Olympic Blvd
Suite 348
Los Angeles, CA 90064
213.412.4870
WWW.NV5.COM/TECH
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
As indicated
T901 TELECOM DETAILS

CARLSBAD POLICE AND FIRE HEADQUARTERS

RENOVATION
Author
Checker ISSUED FOR CONSTRUCTION

09.01.23 2560 ORION WAY
CARLSBAD, CA 92010
NTS T901
4 GROUNDING BUSBAR
NTS T901
1 THRU WALL SECTION (CABLE RUNWAY / CABLE BASKET)
NTS T901
2 THRU WALL SECTION (CABLE BASKET / CABLE BASKET)
NTS T901
3 SUPPORT - SINGLE CABLE BASKET
NTS T901
5 WALL MOUNTING ANGLE - CABLE BASKET
NTS T901
6 TRANSITION - CABLE BASKET TO CONDUIT
NTS T901
7 TRANSITION - LADDER (FLANGE IN) TO CONDUIT
NTS T901
8 TRIANGULAR SUPPORT BRACKET - CABLE BASKET (METAL STUD BACKING)

06.30.23 BUILDING PERMIT SUBMITTAL

07.28.23 BUILDING PERMIT SUBMITTAL 02

09.01.23 ISSUED FOR CONSTRUCTION

ACCESSIBLE

CEILING

FLOOR / CEILING
DECK

CONDUIT
CAT6 DIRECT CONNECT

ADAPTOR PIGTAIL
CAT6
CABLE
CAT6 DIRECT CONNECT

ADAPTOR
WAP
TYPE -A (N5) TYPE -A TYPE -B OR J

TYPE -C OR K TYPE -D OR L TYPE -F & G
NOTES:

1. CONTRACTOR MUST PROVIDE THE NECESSARY SPECIALTY T ERMINATION PLATES AND / OR ADAPTERS FOR FLOOR BOXES , POKE- THRUS, SPECIALTY BOXES. REFER TO TECHNOLOGY LEGEND NOTES, DETAILS, AND MANUFACTURER FOR MORE INFORMATI ON.

TYPE -K

TYPE -I
5 3/8"
8 1/2"
2 13/16"
QTY.
4 DESCRIPTION
CONCRETE ANCHOR. 1/2"
ITEM
1 ROOF

TELECOM
PULL BOX [N#]
SCHEDULE 40
GALVANIZED 4" PIPE

EMT CONDUIT STUBBED
WITHIN 48" OF NEAREST

CABLE BASKET
24"x24" IF BENT CONDUIT
32"x32" IF STRAIGHT PULL

OUTSIDE WALL

EXTERIOR PIPE FLASHING
AV • IT • SECURITY • ACOUSTICS
11301 West Olympic Blvd
Suite 348
Los Angeles, CA 90064
213.412.4870
WWW.NV5.COM/TECH
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
As indicated
T902 TELECOM DETAILS

CARLSBAD POLICE AND FIRE HEADQUARTERS

RENOVATION
Author
Checker ISSUED FOR CONSTRUCTION

09.01.23 2560 ORION WAY
CARLSBAD, CA 92010
NTS T902
2 WIRELESS ACCESS POINT DIRECT CONNECT
NTS T902
1 TELECOM FACEPLATES
NTS T902
3 CIRCA 1880ENA1/NSC-25 - BUILDING ENTRANCE TERMINAL -25 PAIR NTS T902
4 TERMINATION BLOCK - 50 PAIR 110 TYPE
NTS T902
5 CONDUIT ROOF PENETRATION
NTS T902
6 WALKERCELL PK150
NTS T902
7 WALKERCELL FURNITURE FEED ASSEBMLY

06.30.23 BUILDING PERMIT SUBMITTAL

07.28.23 BUILDING PERMIT SUBMITTAL 02

09.01.23 ISSUED FOR CONSTRUCTION

SECURITY GENERAL NOTES SECURITY SYMBOLS LEGEND

DESCRIPTION SYMBOL

GENERAL

DESCRIPTION SYMBOL

SECURITY DEVICES

SECURITY DEVICE DESIGNATORS

DESCRIPTION SYMBOL

SECURITY DOORS

SECURITY DOOR DESIGNATORS

ACCESS CONTROL TYPES

DESCRIPTION SYMBOL

SECURITY CAMERAS

SECURITY CAMERA DESIGNATORS

DESCRIPTION SYMBOL

SECURITY CAMERAS

DEVICE TYPES

ADDITIONAL INFORMATION

GENERAL NOTES

1. THESE DRAWINGS MUST BE USED IN CONJUNCTION WITH THE SECURITY SYSTEM AND ELECTRICAL SPECIFICATIONS.

2. FURNISH AND INSTALL FIRE STOP TO ALL SLAB AND WA LL PENETRATIONS PROVIDED FOR THE INSTALLATION OF SE CURITY CABLE AS REQUIRED TO MAINTAIN FIRE RATING OF SLAB OR WALL .

3. NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE CONTRACT DRAWINGS AND FIELD CONDITIONS.

4. INSTALL ALL COMPONENTS AS PER MANUFACTURERS RECO MMENDATIONS AND PER ALL APPLICABLE CODES.

5. INDICATE ALL MOUNTING REQUIREMENTS IN THE LEGEND UNLESS OTHERWISE NOTED.

6. VERIFY AND COORDINATE THE EXACT MOUNTING LOCATIO N OF ALL DEVICES PRIOR TO INSTALLATION.

7. THE MOUNTING HEIGHTS ARE TO THE CENTERLINE OF TH E DEVICE UNLESS OTHERWISE NOTED.

8. RESTORE CEILINGS AND WALLS AND ANY OTHER SURFACE S AFFECTED BY THIS WORK WITH LIKE MATERIALS TO MATC H EXISTING CONSTRUCTION UPON COMPLETION OF THE SECURITY WORK.

ELECTRICAL DRAWINGS:

1. COORDINATE WALL BOX LOCATIONS AND DIMENSIONS WIT H ARCHITECTURAL AND ELECTRICAL DRAWINGS.

2. COORDINATE WITH ELECTRICAL DRAWINGS FOR LOCATION OF ALL SECURITY EQUIPMENT.

CONDUIT:

1. COORDINATE CONDUIT AND LADDER RACK FOR SECURITY WIRING TO MAINTAIN A MINIMUM OF 5” SEPARATION FROM LIGHTING FIXTURES.

2. COORDINATE INSTALLATION OF CONDUITS AND CABLE BA SKETS WITH OTHER COMPONENTS INSTALLED WITHIN THE CE ILING.

PREPARE ALL SHOP DRAWINGS TO DEMONSTRATE AND ENSURE PROPER INSTALLATION OF ALL COMPONENTS.

3. MAINTAIN MINIMUM BEND RADIUS OF 10 X O.D. FOR SE CURITY CONDUITS EQUAL TO OR LESS THAN 2” DIAMETER.

4. PROVIDE PULL BOXES, ELBOWS IN LIEU OF A BEND.

5. REAM AND BUSH THE ENDS OF ALL CONDUITS.

6. PROVIDE AND LEAVE IN PLACE A PULL STRING IN EACH CONDUIT. PULL STRINGS SHALL ALSO BE INSTALLED IN ALL SPARE/EMPTY CONDUITS.

7. STUB UP CONDUIT SLEEVES THROUGH SLABS 6” ABOVE FI NISHED FLOORS.

8. PROVIDE HANGERS, ANCHORS, MOUNTING HARDWARE, GRO UND LUGS, AND STRAPS AS REQUIRED TO ENSURE PROPER INSTALLATION OF PATHWAY COMPONENTS.

9. PROVIDE ALL LADDER RACK AND CABLE BASKET LOCATIO NS: RUNWAY, DROP-OFFS, SPICE HARDWARE, GROUND STRAP S, THERMAL EXPANSION PLATES, TERMINATION KITS, END SUP PORT KITS, AND CEILING SUPPORT HARDWARE.

10. WHERE CABLE IS RUN ABOVE NON-ACCESSIBLE (I.E., GYPSUM BOARD) CEILING CONSTRUCTION, CONDUITS, AND P ULL BOXES MUST BE INSTALLED TO PROPERLY ROUTE CABLE.

11. PROVIDE J-HOOKS AND CABLE STRAPS TO SUPPORT CAB LE ABOVE ACCESSIBLE CEILING CONSTRUCTION EXCEPT IN AREAS WHERE CABLE BASKET OR CONDUIT IS INDICATED ON THE D RAWINGS.

12. ALL CONDUIT SHALL BE A MINIMUM OF 1” EMT UNLESS OTHERWISE NOTED.

13. ALL CONDUIT SHALL BE ROUTED ABOVE CEILING, BELO W FLOORS, OR WITHIN WALLS IN THE FINISHED AREAS. N O CONDUIT SHALL BE EXPOSED IN THE FINISHED AREAS UNLESS APPROVED BY DESIGNER.

14. ALL CONDUITS SHALL HAVE PLASTIC BUSHINGS INSTAL LED AT OPEN ENDS PRIOR TO PULLING WIRE.

15. ALL BACK BOXES SHALL BE FLUSH MOUNTED UNLESS OT HERWISE NOTED.

16. ALL BACK BOXES MOUNTED WITHIN FIRE RATED PARTIT IONS SHALL MEET THE FIRE RATING OF THE PARTITION AS REQUIRED BY CODE.

17. COORDINATE THE EXACT LOCATION OF ALL PULL BOXES WITH ARCHITECTURAL, ELECTRICAL, AND MECHANICAL DRAWINGS.

18. ALL JUNCTION AND PULL BOXES SHALL BE PROVIDED W ITH ACCOMPANYING BLANK COVER PLATE.

19. JUNCTION BOXES LOCATED ABOVE DOORS WITH NO ACCE SSIBLE CEILING SHALL BE SECURED WITH TAMPER PROOF S CREWS.

20. PROVIDE WATERTIGHT SEALING ASSEMBLIES WITH PRES SURE BUSHING AS REQUIRED FOR EXTERIOR PENETRATIONS.

21. JUNCTION AND PULL BOXES IN EXTERIOR LOCATIONS S HALL BE WATERPROOF.

22. JUNCTION AND PULL BOXES IN ROOM AREAS UTILIZING FM200 (SEE FIRE PROTECTION DRAWINGS) SHALL BE VAPO R TIGHT.

23. ALL CONDUIT ROUTING SHOWN IS SCHEMATIC AND DOES NOT REPRESENT INSTALLED PATHS OR DISTANCES. ACTUA L ROUTING AND BOX LOCATIONS SHALL BE FIELD VERIFIED AND COORD INATED WITH OTHER WORK OF THE CONTRACT.

CABLE:

1. FURNISH AND INSTALL EACH CABLE SET INDICATED BY THE SYMBOLS LIST FROM THE OUTLET LOCATION BACK TO T HE IDF/MDF.

2. ALL CABLES SHALL BE PLENUM RATED WHERE REQUIRED.

3. WIRE SHEATH SHALL BE MAINTAINED TO FINAL TERMINA TION. ALL TERMINATIONS SHALL MAINTAIN TWIST OF IND IVIDUAL PAIRS TO WITHIN 0.5” OR LESS OF FINAL TERMINATION.

LABELING:

1. PROVIDE IDENTIFICATION LABELS FOR ALL TELECOM CA BLES AT BOTH ENDS.

2. PROVIDE DESIGNATION LABELS FOR ALL TERMINATION B LOCKS, PATCH PANELS, AND WORKSTATION OUTLET FACEPLA TES.

3. PRIOR TO SYSTEM ACCEPTANCE, SUBMIT A LABEL REPOR T LISTING THE ROOM NUMBERS AND CABLE LENGTHS FOR EA CH OF THE INSTALLED CABLES.

4. PROVIDE WHITE LABEL WITH TYPEWRITTEN LEGIBLE CHA RACTERS PRINTED WITH NON-SMEAR TYPE INK. HANDWRITT EN LABELS ARE NOT PERMITTED. PROVIDE LABELS FOR CABLES WITH PROTECTIVE WRAP AROUND PLASTIC TRANSPARENT COVER WH ICH WILL SERVE TO PROTECT THE INK FROM SMEARING AND SEC URE THE LABEL TO THE CABLE. PROVIDE LABELS FOR CAB LES WIDE ENOUGH FOR 24 CHARACTERS IN A SINGLE ROW.

5. ALL WIRES SHALL BE LABELED WITHIN 6.5” OF FINAL T ERMINATION.

CAMERAS:

1. THE CONTRACTOR SHALL PROVIDE THE MEANS FOR OPTIM UM CAMERA LOCATION, LENS SELECTION AND VIEW. THE

CONTRACTOR SHALL PROVIDE A FIXED CAMERA WITH A SERI ES OF VARI-FOCAL LENSES FOR THE PURPOSE OF ACQUIRIN G FIELD OF VIDEO AND VIDEO PICTURE FROM EACH INTENDED CAMER A LOCATION. TO SHOW VARYING FIELD OF VIEWS AND QUA LITY OF CAMERA PICTURE. THE CONTRACTOR SHALL OBTAIN CONCUR RENCES OF THE SELECTED CAMERA PLACEMENT, LENS SELEC TION FIELD OF VIEW, AND PROVIDE IMAGES TO THE ENGINEER F OR ACCEPTED FIELD OF VIEW.

2. UPON COMPLETION OF INSTALLATION, DOCUMENT THAT T HE CAMERA LOCATIONS AND LENSES CHOSEN/UTILIZED ARE AS

SELECTED IN THE INITIAL PROCEDURE AND SUBMIT THE FI ELD OF VIEWS PROVIDED BY THE COMPLETED INSTALLATION FOR APPROVAL BY THE DESIGNER THAT THEY ARE COMPARABLE T O THOSE OBTAINED IN THE INITIAL SELECTION PROCEDURE .

SHEET NOTE
1 REVISION NUMBER

EXISTING WORK TO REMAIN

EXISTING WORK TO BE REMOVED (DEMO)

NEW WORK

EXISTING WORK TO BE RELOCATED

CONNECTION TO EXISTING

DISCONNECTION FROM EXISTING

EXISTING EQUIPMENT TO BE REWORKED/MODIFIED (M)

NEW LOCATION OF EXISTING WORK
XX
XX
(N) XX
(R) XX
(D) XX
(E) XX
XX

WALL MOUNTED DEVICE XX

XX CEILING MOUNTED DEVICE
XX
D-####-#
X

DEVICE NUMBER - REFER TO THE SECURITY
DEVICE SCHEDULE FOR MORE INFORMATION.

ADDITIONAL INFORMATION

DEVICE TYPE

ACCESS CONTROL TYPE XX

ASSOCIATED DEVICE LOCATION
ACCESS

CONTROLTYPE

ASSOCIATED DEVICE

LOCATION

DOOR NUMBER - REFER

TO THE SECURITY DOOR

SCHEDULE FOR MORE
INFORMATION.

CARD READER

DOOR CONTACT

ELECTRONIC CONTROL
CR
DC
EC

FUTURE CARD READER

MANUAL LOCK
FR
ML
XX
####

FIXED CAMERA FIX

PTZ CAMERA PTZ
90° DUO CAMERA
DUO 180° DUO CAMERA
DUO
XX
C-####-#

CAMERA TYPE

CAMERA NUMBER - REFER TO THE

SECURITY CAMERA SCHEDULE FOR
MORE INFORMATION.
180° CAMERA
180
270° CAMERA 270
360 360° CAMERA
ACP
BP
CB
DR
DVR
GB
IC
ICM
ICP
IL
K
KP
LA
MON
MS
NVR
OH
P
PS
RB
RD
T
TS1
TS2
UPS

ACCESS CONTROL PANEL

BADGE PRINTER

CODE BLUE PHONE

DOOR RELEASE BUTTON

DIGITAL VIDEO RECORDER

GLASS BREAK SENSOR

INTERCOM

INTERCOM MASTER

INTRUSION DETECTION CONTROL PANEL

INTER-LOCK

KNOX BOX
KEYPAD

LOCAL ALARM

MONITOR

MOTION SENSOR

NETWORK VIDEO RECORDER

OVERHEAD DOOR CONTACT

PANIC DEVICE

POWER SUPPLY

PNEUMATIC DOOR RELEASE BUTTON

REQUEST TO EXIT MOTION DETECTOR
TICKET

TURNSTILE - ADA

TURNSTILE

UNINTERRUPTIBLE POWER SUPPLY

WITH ADA OPENERS

FIRE ALARM TIE IN

GATE MOUNTED

WIRELESS
ADA
FA
G
W
(THIS IS A MASTER LEGEND, NOT ALL
SYMBOLS MAY APPEAR ON DRAWINGS.)
AV • IT • SECURITY • ACOUSTICS
11301 West Olympic Blvd
Suite 348
Los Angeles, CA 90064
213.412.4870
WWW.NV5.COM/TECH
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
12" = 1'-0"
Y001 SECURITY SYMBOLS LEGEND, NOTES

AND SCHEDULES

CARLSBAD POLICE AND FIRE HEADQUARTERS

RENOVATION
Author
Checker ISSUED FOR CONSTRUCTION

09.01.23 2560 ORION WAY
CARLSBAD, CA 92010
ISSUE

NUMBER ROOM NAME DEVICE
NUMBER
CAMERA

TYPE MAKE & MODEL TERMINATION
POINT

REFERENCE

DETAIL NOTES
C-100-1 180 HANWHA/PNM-9085RQZ1 1/Y801
101 HALLWAY C-101-1 180 HANWHA/PNM-9085RQZ1 1/Y801
101 HALLWAY C-101-2 DUO PNM-12082RDV 1/Y801
106 E.O.C. C-106-1 FIX XNV-C8083RV 6/Y801
EXT EXTERIOR C-EXT-1 FIX XNV-C8083RV 1/Y801
EXT EXTERIOR C-EXT-2 270 HANWHA/PNM-9085RQZ1 6/Y802
EXT EXTERIOR C-EXT-3 270 HANWHA/PNM-9085RQZ1 6/Y802
EXT EXTERIOR C-EXT-4 180 HANWHA/PNM-9085RQZ1 2/Y801
EXT EXTERIOR C-EXT-5 180 HANWHA/PNM-9085RQZ1 2/Y801

SECURITY CAMERA SCHEDULE
ROOM

NUMBER ROOM NAME DEVICE
NUMBER
DEVICE

TYPE MAKE & MODEL TERMINATION
POINT

REFERENCE

DETAIL NOTES

SECURITY DEVICE SCHEDULE
ROOM

NUMBER ROOM NAME DOOR
NUMBER
ACCESS

CONTROL

REFERENCE

DETAIL NOTES
100 ENTRY 100B CR 3/Y801
101 HALLWAY E181 CR 5/Y802
102 COMMUNITY RISK 102 CR 4/Y801
106 E.O.C. 106A CR 4/Y801
106 E.O.C. E183 CR 4/Y802
108 AV/IT 108 CR 4/Y802
109 E.O.C. DIRECTOR 109 CR 5/Y802
E108 ELECT. E188 DC 1/Y802
E172 HALLWAY E172A CR 4/Y801

SECURITY DOOR SCHEDULE
NOTES:

1. SEE THE ARCHITECTURAL DOOR SCHEDULE FOR MORE INF ORMATION.

06.30.23 BUILDING PERMIT SUBMITTAL

07.28.23 BUILDING PERMIT SUBMITTAL 02

09.01.23 ISSUED FOR CONSTRUCTION
180
270
270
180
180
180
DUO
CR
CR
CR
CR
DC
CR
FIX
CR CR
FIX
CR
10 11 12 13
G
H
J
K
L
14 15 16

WOMEN WOMEN
E174

MEN MEN
E173
E.O.C. DIRECTOR E.O.C. DIRECTOR
109

VESTIBULE VESTIBULE
E103

HALLWAY HALLWAY
101
E.O.C. E.O.C.
106

CONFERENCE
ROOM

CONFERENCE
ROOM
105
ELECT. ELECT.

E108

MEN MEN
E105

RECORDS RECORDS
109

HALLWAY HALLWAY
E172

CONFERENCE
ROOM

CONFERENCE
ROOM
107

ENTRY ENTRY
100

WOMEN WOMEN
E104

RECORDS

SUPERVISOR

RECORDS

SUPERVISOR
110

OFFICE OFFICE
104
CUST. CUST.

E187

LOBBY LOBBY
E101

AV/IT AV/IT
108

COMMUNITY RISK COMMUNITY RISK
102

OFFICE OFFICE
103
C-100-1
C-EXT-2
C-EXT-3
C-EXT-4
C-EXT-5
C-101-1
C-101-2
E100B
108
E181
E188
109
C-106-1
102 106A
E183
C-EXT-1
E172A
10' AFF
10' AFF
10' AFF
CORNER MOUNTED; MATCH

EXISTING OUTDOOR

CAMERA HEIGHT
AV • IT • SECURITY • ACOUSTICS
11301 West Olympic Blvd
Suite 348
Los Angeles, CA 90064
213.412.4870
WWW.NV5.COM/TECH
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
1/8" = 1'-0"
Y203 SECURITY PLAN - EOC WING

CARLSBAD POLICE AND FIRE HEADQUARTERS

RENOVATION
Author
Checker ISSUED FOR CONSTRUCTION

09.01.23 2560 ORION WAY
CARLSBAD, CA 92010
1/8" = 1'-0" Y203
1 SECURITY PLAN - EOC WING

06.30.23 BUILDING PERMIT SUBMITTAL

07.28.23 BUILDING PERMIT SUBMITTAL 02

09.01.23 ISSUED FOR CONSTRUCTION
A
B
B
A
E
A
H
D
B E
D
EHE
B
H H
C
C
A
B
B
A
E
D
A
D
H
H
E
C
C
A
B
B
A
E
D
A
D
H
H
E
C
C

CONDUIT TO NEAREST

CABLE BASKET

PATCH CABLE

BY SECURITY CONTRACTOR

NON-ACCESSIBLE

CEILING

SECURITY CAMERA

BY SECURITY CONTRACTOR

TELECOM OUTLET
BOX [N#]
12"
MAX. SECURITY CAMERA

BACK BOX

FLOOR / CEILING
DECK
NOTES:

1. UNLESS OTHERWISE INDICATED GENERAL CONTRACTOR TO PROVIDE ALL ELEMENTS SHOWN.

2. SEE THE TELECOM TYPICAL CONDUIT RISER FOR CONDUI T REQUIREMENTS.

TELECOM OUTLET BOX [N#]
3/4" FLEX CONDUIT

LENGTH AS REQUIRED

ROOF DECK

SECURITY CAMERA

BY SECURITY CONTRACTOR

CONDUIT STUBBED THROUGH WALL
(CONDUIT SHALL BE INSTALLED
WITH A 5° DOWNWARD ANGLE)
NOTES:

1. UNLESS OTHERWISE INDICATED GENERAL CONTRACTOR TO PROVIDE ALL ELEMENTS SHOWN.

2. SEE THE TELECOM TYPICAL CONDUIT RISER FOR CONDUI T REQUIREMENTS.

EXTERIOR WALL

CONDUIT TO NEAREST

CABLE BASKET
8"
SYMBOL EQUIPMENT DESCRIPTION QTY. INFRASTRUCTURE
A JUNCTION BOX 1 8" x 8" x 4" BOX
E ELECTRIFIED HINGE 2 BY DOOR HARDWARE
B RECESSED DOOR CONTACT 2 MOUNTED IN DOOR JAMB
D CARD READER 1 MOUNT TO WALL PER ARCHITECT'S INSTRUCT IONS H CRASH BAR 2 BY DOOR HARDWARE
3/4" CONDUITS
38"
1" CONDUIT

EXTERIOR
(NON- SECURE SIDE)

INTERIOR
(SECURE SIDE)

EXTERIOR ELEVATION (NON-SECURE SIDE)

DOUBLE DOOR

INTERIOR ELEVATION (SECURE SIDE)

DOUBLE DOOR

PLAN VIEW
C REQUEST TO EXIT 1 MOUNT TO WALL PER ARCHITECT'S INST RUCTIONS 38"
FLOOR

CEILING
8"
38"

EXTERIOR
(NON- SECURE SIDE)

INTERIOR
(SECURE SIDE)
SYMBOL EQUIPMENT DESCRIPTION QTY.

A 1 8" x 8" x 4" BOX
E 1 BY DOOR HARDWARE
B 1 MOUNTED IN DOOR JAMB
D 1 MOUNT TO WALL PER ARCHITECT'S INSTRUCTIONS
H 1 BY DOOR HARDWARE

JUNCTION BOX

ELECTRIFIED HINGE

RECESSED DOOR CONTACT

CARD READER

CRASH BAR
3/4" CONDUITS
1" CONDUIT

INFRASTRUCTURE

PLAN VIEW
C 1 MOUNT TO WALL PER ARCHITECT'S INSTRUCTIONS REQUEST TO EXIT 38"

EXTERIOR ELEVATION (NON-SECURE SIDE)

SINGLE DOOR

INTERIOR ELEVATION (SECURE SIDE)

SINGLE DOOR
FLOOR

CEILING
8"
38"

EXTERIOR
(NON- SECURE SIDE)

INTERIOR
(SECURE SIDE)
SYMBOL EQUIPMENT DESCRIPTION QTY.

A 1 8" x 8" x 4" BOX
E 1 BY DOOR HARDWARE
B 1 MOUNTED IN DOOR JAMB
D 1 MOUNT TO WALL PER ARCHITECT'S INSTRUCTIONS
H 1 BY DOOR HARDWARE

JUNCTION BOX

ELECTRIFIED HINGE

RECESSED DOOR CONTACT

CARD READER

CRASH BAR
3/4" CONDUITS
1" CONDUIT

INFRASTRUCTURE

PLAN VIEW
C 1 MOUNT TO WALL PER ARCHITECT'S INSTRUCTIONS REQUEST TO EXIT 38"

EXTERIOR ELEVATION (NON-SECURE SIDE)

SINGLE DOOR

INTERIOR ELEVATION (SECURE SIDE)

SINGLE DOOR
FLOOR

CEILING

FLOOR / CEILING
DECK

SECURITY CAMERA

BY SECURITY CONTRACTOR

CONDUIT

SECURITY CAMERA

BACK BOX

INTERIOR WALL
NOTES:

1. UNLESS OTHERWISE INDICATED GENERAL CONTRACTOR TO PROVIDE ALL ELEMENTS SHOWN.

2. SEE THE TELECOM TYPICAL CONDUIT RISER FOR CONDUI T REQUIREMENTS.

TELECOM OUTLET BOX [N#]

CONDUIT TO NEAREST

CABLE BASKET

PATCH CABLE

BY SECURITY CONTRACTOR
AV • IT • SECURITY • ACOUSTICS
11301 West Olympic Blvd
Suite 348
Los Angeles, CA 90064
213.412.4870
WWW.NV5.COM/TECH
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
As indicated
Y801 SECURITY DETAILS

CARLSBAD POLICE AND FIRE HEADQUARTERS

RENOVATION
Author
Checker ISSUED FOR CONSTRUCTION

09.01.23 2560 ORION WAY
CARLSBAD, CA 92010
1" = 1'-0" Y801
1 NON-ACCESSIBLE CEILING FLUSH MOUNT CAMERA
1" = 1'-0" Y801
2 EXTERIOR WALL ARM MOUNT CAMERA
3/8" = 1'-0" Y801
3 DOUBLE GLASS DOORS - DC REX CR EH CB
3/8" = 1'-0" Y801
4 SINGLE GLASS DOOR - DC REX CR EH CB
3/8" = 1'-0" Y801
5 SINGLE SOLID DOOR - DC REX CR EH CB
1" = 1'-0" Y801
6 INTERIOR WALL FLUSH MOUNT CAMERA

06.30.23 BUILDING PERMIT SUBMITTAL

07.28.23 BUILDING PERMIT SUBMITTAL 02

09.01.23 ISSUED FOR CONSTRUCTION
A
B
B
A
B
A
B
B
A
E
E
D
D
F
F
A
C
C
A
B
B
A
E
E
D
D
F
F
A
C
C
8"

EXTERIOR
(NON- SECURE SIDE)

INTERIOR
(SECURE SIDE)
SYMBOL EQUIPMENT DESCRIPTION QTY.

A 1 8" x 8" x 4" BOX
B 1 MOUNTED IN DOOR JAMB

JUNCTION BOX

RECESSED DOOR CONTACT
3/4" CONDUITS
1" CONDUIT

INFRASTRUCTURE

PLAN VIEW

EXTERIOR ELEVATION (NON-SECURE SIDE)

SINGLE DOOR

INTERIOR ELEVATION (SECURE SIDE)

SINGLE DOOR
FLOOR

CEILING
NOTES:

1. ROUGH IN SECURITY CABLING WITH TELECOM CABLING.

2. CONFIRM "WALL BOX" WITH TELECOM AND ELECTRICAL.
(1) 3/4" CONDUIT

TO NEAREST CABLE BASKET
PROVIDE 4" x 4" x 2 1/8" DEEP JUNCTION BOX
OR 8" x 8" x 4" DEEP JUNCTION BOX MOUNTED

ABOVE DOOR ABOVE ACCESSIBLE CEILING
(1) 3/4"

CONDUIT

OPTIONAL JUNCTION BOX

RUN SECURITY CABLING ADJACENT TO

TELECOM CABLING (SEPARATE BOX)

PANIC BUTTON
SIGNAL AND POWER CONDUCTORS IN 3/8"

ARMORED SHEATHING ATTACHED W/ METAL
"J" CLIP WIRE HOLDERS REVIEW W/ ARCHITECT

STRUCTURE

FINISHED CEILING

FINISHED FLOOR
NOTES:

1. ROUGH IN SECURITY CABLING WITH TELECOM CABLING.

2. CONFIRM "WALL BOX" WITH TELECOM AND ELECTRICAL.
(1) 3/4" CONDUIT

TO NEAREST CABLE BASKET
PROVIDE 4" x 4" x 2 1/8" DEEP JUNCTION BOX
OR 8" x 8" x 4" DEEP JUNCTION BOX MOUNTED

ABOVE DOOR ABOVE ACCESSIBLE CEILING
(1) 3/4"

CONDUIT

OPTIONAL JUNCTION BOX

RUN SECURITY CABLING ADJACENT TO

TELECOM CABLING (SEPARATE BOX)

DOOR RELEASE
BUTTON
SIGNAL AND POWER CONDUCTORS IN 3/8"

ARMORED SHEATHING ATTACHED W/ METAL
"J" CLIP WIRE HOLDERS REVIEW W/ ARCHITECT

STRUCTURE

FINISHED CEILING

FINISHED FLOOR
8"

EXTERIOR
(NON- SECURE SIDE)

INTERIOR
(SECURE SIDE)
SYMBOL EQUIPMENT DESCRIPTION QTY.

A 1 8" x 8" x 4" BOX
E 1 BY DOOR HARDWARE
B 1 MOUNTED IN DOOR JAMB
D 1 MOUNT TO WALL PER ARCHITECT'S INSTRUCTIONS

JUNCTION BOX

ELECTRIFIED HINGE

RECESSED DOOR CONTACT

CARD READER
3/4" CONDUITS
1" CONDUIT
F BY DOOR HARDWARE MORTISE MICROSWITCH LOCK 1

INFRASTRUCTURE

PLAN VIEW
C 1 HORIZONTAL SINGLE GANG BOX REQUEST TO EXIT
3/4" CORE

EXTERIOR ELEVATION (NON-SECURE SIDE)

SINGLE DOOR

INTERIOR ELEVATION (SECURE SIDE)

SINGLE DOOR
FLOOR

CEILING
8"

EXTERIOR
(NON- SECURE SIDE)

INTERIOR
(SECURE SIDE)
SYMBOL EQUIPMENT DESCRIPTION QTY.

A 1 8" x 8" x 4" BOX
E 1 BY DOOR HARDWARE
B 1 MOUNTED IN DOOR JAMB
D 1 MOUNT TO WALL PER ARCHITECT'S INSTRUCTIONS

JUNCTION BOX

ELECTRIFIED HINGE

RECESSED DOOR CONTACT

CARD READER
3/4" CONDUITS
1" CONDUIT
F BY DOOR HARDWARE MORTISE MICROSWITCH LOCK 1

INFRASTRUCTURE

PLAN VIEW
C 1 HORIZONTAL SINGLE GANG BOX REQUEST TO EXIT
3/4" CORE

EXTERIOR ELEVATION (NON-SECURE SIDE)

SINGLE DOOR

INTERIOR ELEVATION (SECURE SIDE)

SINGLE DOOR
FLOOR

CEILING

ROOF DECK

CONDUIT STUBBED THROUGH WALL
(CONDUIT SHALL BE INSTALLED
WITH A 5° DOWNWARD ANGLE)
TELECOM OUTLET BOX [N#]

PATCH CABLE

BY SECURITY CONTRACTOR

SECURITY CAMERA

BY SECURITY CONTRACTOR
NOTES:

1. UNLESS OTHERWISE INDICATED GENERAL CONTRACTOR TO PROVIDE ALL ELEMENTS SHOWN.

2. SEE THE TELECOM TYPICAL CONDUIT RISER FOR CONDUI T REQUIREMENTS.

EXTERIOR WALL
AV • IT • SECURITY • ACOUSTICS
11301 West Olympic Blvd
Suite 348
Los Angeles, CA 90064
213.412.4870
WWW.NV5.COM/TECH
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
As indicated
Y802 SECURITY DETAILS

CARLSBAD POLICE AND FIRE HEADQUARTERS

RENOVATION
Author
Checker ISSUED FOR CONSTRUCTION

09.01.23 2560 ORION WAY
CARLSBAD, CA 92010
3/8" = 1'-0" Y802
1 SINGLE SOLID DOOR - DC
1/2" = 1'-0" Y802
2 DESK MOUNTED PANIC BUTTON
1/2" = 1'-0" Y802
3 DESK MOUNTED DOOR RELEASE BUTTON
3/8" = 1'-0" Y802
4 SINGLE SOLID DOOR - DC REX CR EH MML
3/8" = 1'-0" Y802
5 SINGLE GLASS DOOR - DC REX CR EH MML
1" = 1'-0" Y802
6 EXTERIOR WALL CORNER ARM MOUNT CAMERA

06.30.23 BUILDING PERMIT SUBMITTAL

07.28.23 BUILDING PERMIT SUBMITTAL 02

09.01.23 ISSUED FOR CONSTRUCTION
10 11 12 13
G
H
J
K
L
14 15 16

WOMEN WOMEN
E174

MEN MEN
E173
E.O.C. DIRECTOR E.O.C. DIRECTOR
109

VESTIBULE VESTIBULE
E103

HALLWAY HALLWAY
101
E.O.C. E.O.C.
106
E.O.C. E.O.C.
106

CONFERENCE
ROOM

CONFERENCE
ROOM
105
ELECT. ELECT.

E108

MEN MEN
E105

RECORDS RECORDS
109

HALLWAY HALLWAY
E172

CONFERENCE
ROOM

CONFERENCE
ROOM
107

ENTRY ENTRY
100

WOMEN WOMEN
E104

RECORDS

SUPERVISOR

RECORDS

SUPERVISOR
110

OFFICE OFFICE
104
CUST. CUST.

E187

LOBBY LOBBY
E101

AV/IT AV/IT
108

COMMUNITY RISK COMMUNITY RISK
102

OFFICE OFFICE
103
?
E100B
?
?
E181
?
E188

RELOCATE EXISTING SECURITY
ACP TO NEW IDF ROOM 108 AT
DESIGNATED ACP LOCATION.

EXISTING SATELLITE RECIEVING SYSTEM TO BE

TAGGED AND SECURED FROM DAMAGE IN PLACE
DEMO: EXISTING FIBER BACKBONE TO BE REPLACED,
REPLACE, AND RE-TERMINATE IN THE NEW IDF ROOM 108
REMOVE AND RE-TERMINATE SECURITY ACP IN IDF 108
AV • IT • SECURITY • ACOUSTICS
11301 West Olympic Blvd
Suite 348
Los Angeles, CA 90064
213.412.4870
WWW.NV5.COM/TECH
-
DWN BY:

CHKD BY:

RVWD BY:

PROJECT NO. DRAWING NO.

SHEET: SHEETS:

ENGINEERING DEPARTMENT:

CITY OF CARLSBAD:

REVISION DESCRIPTION: ENGINEER OF WORK:

SCALE:

ISSUE:

CITY OF CARLSBAD

PUBLIC WORKS

CONTRACTS

ADMINISTRATION
1635 FARADAY AVE
CARLSBAD, CA 92008
-

MARK DATE DESCRIPTION
SCALE:

SUBMITTAL:

DATE:

CARLSBAD EOC WING

RENOVATION
1/8" = 1'-0"
YD203 SECURITY/TELECOM DEMO PLAN - EOC
WING

CARLSBAD POLICE AND FIRE HEADQUARTERS

RENOVATION
Author
Checker ISSUED FOR CONSTRUCTION

09.01.23 2560 ORION WAY
CARLSBAD, CA 92010
1/8" = 1'-0" YD203
1 SECURITY/TELECOM DEMO PLAN - EOC WING

06.30.23 BUILDING PERMIT SUBMITTAL

07.28.23 BUILDING PERMIT SUBMITTAL 02

09.01.23 ISSUED FOR CONSTRUCTION

Carlsbad City CouncilOctober 10, 2023

Carlsbad City Council
October 10, 2023