HomeMy WebLinkAbout3500 S Bristol St Unit# 100 - 101119098, 20182666 & 40139043 - PlanX XX
SCALE:
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ENLARGED
PLAN
OR
DETAIL
REFERENCE
PLAN OR
DETAIL
TITLE
DOOR
NUMBER
ELEVATION
REFERENCE
ELEVATION
REFERENCE
SECTION NO.
SHEET NO.
SECTION
REFERENCE
ROOM
DESIGNATION
REVISION
TRIANGLE
ROOM
FINISHES
CEILING
DESIGNATION
ELEVATION NO.
SHEET NO.
DETAIL
NO.
SHEET
NO.
Elevation
Elevation
RETAIL SALES
101
WALL FLOOR BASE
1
ACT-1
+10'-0"C1
RETAIL SALES
101 ROOM NO.
1
DATE
DETAIL NO./SHEET
CEILING
HEIGHT
CEILING
FINISH
CEILING
TYPE
P-2 C-2 B-1
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2024 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
KS
FL
DE
CT
AZ
AL
C-1967WY
RA011075 GA
AR10400066 IN
C 29898 CA
NM 004168
ARC-400347 CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713 IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379 MI
ARC100723 DC
WI 9900-005MN 44326
A-3547NE
3811 AR
5967 KY 101374TN
MS 3860
1666ND
A-2005029740 MO
a4895OK
NV 5521
WA 10344
13167 AK
SD 11532
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2023-0069
Proposed
Store Design
for: VERIZON
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/24
3/15/24
4/5/24
TITLE SHEET
G.1.0
MB
KG
1 OF 81
1001 AVENUE OF THE AMERICAS
NEW YORK, NY 10018
(212) 695-1000
(212) 695-1299
www.lilker.com
SITE
· Exterior Signage;
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
The work covered in this set of construction documents is for the interior fit-out for the tenant space
in existing multi tenant building which was built under separate building permits. A brief description
of the work is as follows:
1. Demolition work shall include removal of suspended ceilings, ductwork, and finishes. In
addition, floor trenching which will be required for new electrical floor boxes. See
Demolition plan.
2. New work shall include construction of interior partitions, millwork, ceilings, door & door
hardware, etc. New interior floor and wall finishes to be installed throughout. See Plans.
3. Mechanical work to include distribution ductwork from (1) new RTU, one split unit and
heat pump. See Mechanical plans.
4. Electrical work to include all distribution receptacles, lighting and power to the existing
RTUs. See Electrical plans.
5. Plumbing work to include adding service sink and floor sink and providing new restrooms
to the tenant space. Refer to Plumbing plans for Plumbing work.
All work including but not limited to, general construction, plumbing, electrical and mechanical,
shall be performed in accordance with all codes listed on "Code Analysis" and Local Amendments.
All work shall be done in a first class manner using standard construction practices and according
to the rules and regulations of the governing Building Department.
ELECTRICAL
E.0.0 ELECTRICAL GENERAL NOTES
E.0.1 ELECTRICAL SYMBOLS, LEGENDS AND ABBREVIATIONS
E.0.2 ELECTRICAL SPECIFICATIONS (1 OF 2)
E.0.3 ELECTRICAL SPECIFICATIONS (2 OF 2)
3 E.1.0 POWER FLOOR PLAN
1 E.1.1 POWER LOCATION PLAN
3 E.1.2 LIGHTING FLOOR PLAN
1 E.1.3 LIGHT FIXTURE DETAILS
E.1.4 LIGHTING SCHEDULE AND CONTROLS
3 E.2.0 PARTIAL RISER DIAGRAM & PANEL SCHEDULES
1 E.2.1 ELECTRICAL DETAILS - FLOOR BOX
E.2.2 LIGHTNG CONTROL DIAGRAMS
E.2.3 TELCO ELEVATIONS AND DETAILS
1 E.3.0 TITLE 24 ENERGY COMPLIANCE FORM
E.3.1 TITLE 24 ENERGY COMPLIANCE FORM
E.3.2 TITLE 24 ENERGY COMPLIANCE FORM
E.3.3 TITLE 24 ENERGY COMPLIANCE FORM
E.3.4 TITLE 24 ENERGY COMPLIANCE FORM
MECHANICAL
M.0.0 HVAC SPECIFICATIONS
M.0.1 HVAC SPECIFICATIONS
3 M.0.2 MECHANICAL NOTES, SYMBOLS & ABBREVIATIONS
M.0.3 MECHANICAL SCHEDULES (1 OF 2)
M.0.4 MECHANICAL SCHEDULES (2 OF 2)
3 M.1.0 MECHANICAL CONSTRUCTION PLAN
3 M.1.1 MECHANICAL ROOF CONSTRUCTION PLAN
M.2.0 MECHANICAL DETAILS
M.2.1 MECHANICAL DETAILS
M.2.2 MECHANICAL DETAILS
M.3.0 TITLE 24 MECHANICAL COMPLIANCE
M.3.1 TITLE 24 MECHANICAL COMPLIANCE
PLUMBING
PD.1.0 PLUMBING DEMOLITION PLAN
P.0.0 PLUMBING NOTES, SYMBOL LIST, ABBREVIATIONS & SCHEDULES
P.1.0 PLUMBING PLAN & RISER DIAGRAM
P.2.0 PLUMBING DETAILS (1 OF 2)
P.2.1 PLUMBING DETAILS (2 OF 2)
P.3.0 PLUMBING SPECIFICATIONS (1 OF 2)
P.3.1 PLUMBING SPECIFICATIONS (2 OF 2)
P.4.0 TITLE 24
SECURITY (FOR REFERENCE ONLY)
SC.1.0 SECURITY FLOOR PLAN
SC.1.1 CAMERA VIEWS
SC.2.0 SECURITY WIRING DIAGRAM & DETAILS
GENERAL
3 G.1.0 TITLE SHEET
G.2.0 ACCESSIBILITY DETAILS
G.2.1 SITE ACCESSIBILITY DETAILS
G.2.2 EGRESS AND OCCUPANCY PLAN
1 G.2.3 RESPONSIBILITY MATRIX
G.2.4 GENERAL NOTES
3 G.2.5 GENERAL NOTES
LOW VOLTAGE (FOR REFERENCE ONLY)
LV.1.0 LV FLOOR PLAN
LV.2.0 LV WIRING DIAGRAM & DETAILS
LV.3.0 LV DOOR DETAILS
LV.4.0 LV CAMERA DETAILS
LV.5.0 LV SCHEDULES & DETAILS
LV.6.0 LV OVERHEAD AUDIO
LV.7.0 SPEAKER ELEVATIONS
LV.8.0 LV-LIVE TRY DATA FEEDS
LV.9.0 LV EQUIPMENT RACK ELEVATIONS
LV.10.0 LV RACK 1 PATCH PANEL LABELING
LV.11.0 LV RACK 2 PATCH PANEL LABELIING
DEMOLITION
AD.1.0 DEMOLITION FLOOR PLAN
AD.1.1 DEMOLITION REFLECTED CEILING PLAN
AD.2.0 DEMOLITION ELEVATIONS
2022 California Building Code
2022 California Plumbing Code
2022 California Electrical Code
2022 California Mechanical Code
2022 California Fire Code
2022 California Building Code Title 24
2022 California Building Code Title 24 Energy Efficiency Standards
Building:
Plumbing:
Electrical:
Mechanical:
Fire:
Accessibility:
Energy:
Project Data
Code
Analysis
Building
Analysis
Construction Type:V-N
Use Group:M (Mercantile)
Area of Work (Gross):2,768 sq.ft.
No. of Stories:2 + Basement
Tenant Improvement Location: Ground Floor Only
Seismic Design Category:D
Building
Occupancy
Calculations
Maximum Occupancy (Table 1004.5)
USE
AREA OF
WORK
AREA OF NO
WORK TOTAL AREA
OCCUPANT
FACTOR
OCCUPANT
LOAD
BUSINESS 973 SF 0 SF 973 SF 150 SF 7
MERCANTILE 1432 SF 0 SF 1432 SF 60 SF 24
STORAGE 364 SF 0 SF 364 SF 300 SF 2
TOTAL 2768 SF 0 SF 2768 SF 33
Fire Alarm:Yes
Water Closet:
Lavatory:
No Existing/Modified New
Required: 2;Provided: 2
Required: 2;Provided: 2
Required: 1;Provided: 1 (high-low)
Required: 2; Provided: 2
* Sales areas include Retail Sales
** Offices include Manager, Open Office and Restrooms
*** Storage and Stock Rooms include Inventory, J.C., and Telco
Required: 33 x 0.20 = 6.6"
Minimum width: use 32" as a minimum
Front door (2) 32" width = 64" / 0.2 = 320 Occupants
Rear door 32" width = 32" / 0.2 = 160 Occupants
Plumbing Fixtures: (Table 2902.1)
Required: Minimum Egress Width (Table 1005.3.2)
Exit(s) Requirements (Table 1006.3.3):
Drinking Fountain:Sheet and Consultant Index
GRUSKIN ARCHITECTURE + DESIGN, P.C.
294 MORRIS AVENUE
SPRINGFIELD, NJ 07081
TEL: (973) 376-4411
ARCHITECT
LILKER ASSOCIATES
1001 AVENUE OF THE AMERICAS
NEW YORK, NY 10018
TEL: (212) 695-1000
ENGINEER (MEP)
VERIZON
PAOLO WALLS
10000 PARK MEADOWS DRIVE
LONE TREE, CO 80124
TEL: (303) 518-8722
EMAIL: PAOLO.WALLS@VERIZONWIRELESS.COM
REGION DESIGN & CONSTRUCTION MANAGER
ENGINEERING PLUS
9018 HERITAGE PARKWAY
STE. 1000
WOODRIDGE, IL 60517
TEL: (630) 786-4200
SECURITY
FSG ENERGY SERVICES
636 W FRONT ST
STE. 100
HUTTO, TX 78634
TEL: (512) 835-6120
EMS
ARCHITECTURAL
1 A.1.0 ARCHITECTURE PLAN AND WALL TYPES
1 A.1.2 REFLECTED CEILING PLAN
1 A.1.3 FURNITURE, FIXTURE AND EQUIPMENT PLAN
1 A.1.4 FURNITURE, FIXTURE AND EQUIPMENT SCHEDULE
1 A.1.5 FLOOR AND WALL FINISH PLAN AND DETAILS
A.3.0 EXTERIOR ELEVATIONS AND DETAILS
1 A.3.1 INTERIOR ELEVATIONS
1 A.3.2 FIXTURE SUPPORT SECTIONS AND DETAILS
A.3.3 RESTROOM DETAILS
A.4.0 MILLWORK ELEVATIONS AND DETAILS
A.4.1 FIXTURE LIST
A.5.0 ARCHITECTURAL DETAILS
A.6.0 DOOR SCHEDULES AND NOTES
1 A.6.1 FINISH SCHEDULES
3 A.6.2 ROOF PLAN & SIGHT DIAGRAMS
Sheet Titles Rev.Sheet Titles Rev. Sheet TitlesRev.Sheet TitlesRev.
Site Plan
VERIZON STORE
ACCESSIBLE PATH OF TRAVELACCESSIBLE
PARKING SPACE
Vicinity Map
Scope
of Work
Deferred
Submittals
Special
Inspection
Architectural Symbols
6/13/2023
02/19/2024 - Updated BOH Equipment Standards
07/13/2020
3/15/2024
Revision 3.01
Verizon Data
Version
Information Low Voltage / Security Completion Date:
Next Gen Direct Planning Guide:
Adopted Design Advisory:
Signage Technical Guide:
Security Standards (2023):
CONFIDENTIAL AND PROPRIETARY MATERIALS ARE FOR AUTHORIZED VERIZON PERSONNEL
AND APPROVED VENDORS ONLY.
USE, DISCLOSURE OR DISTRIBUTION OF THIS MATERIAL IS NOT PERMITTED TO ANY
UNAUTHORIZED PERSONS OR THIRD PARTIES EXCEPT BY WRITTEN AGREEMENT. SENSITIVE
BUT UNCLASSIFIED DOCUMENTS. THESE DRAWINGS ARE THE PROPERTY OF VERIZON,
COPYING DISSEMINATING OR DISTRIBUTING THESE DRAWINGS PLANS OR SPECIFICATIONS TO
UNAUTHORIZED PERSONNEL IS PROHIBITED. DO NOT REMOVE THIS NOTICE FROM THE
DRAWINGS. PROPERLY DESTROY DOCUMENT WHEN NO LONGER NEEDED.
EMS System:YesNo Existing/Modified New
Sprinkler System:YesNo Existing/Modified New
Verizon Consultant / Vendor List
Items / Services Supplied Company Contact Name Phone / Fax / Email Address
Commissioning Tester Excel Engineering, Inc. Brian Possin Phone: 920.322.1668
Fax: 920.322.1727
Email: brian.p@excelengineer.com
100 Camelot Drive
Fond du Lac, WI 54935
EMS System FSG Jacob Lucas Phone: 512.878.7093
Fax: 512.642.4098
Email: Jacob.Lucas@fsgi.com
636 W. Front St.
Suite 100
Hutto, TX 78634
Exterior Signage Approved sign vendor to be
determined by Verizon PM
Front-of-House Fixture Package Triad, Manufacturing Email: vzw@triadmfg.com
Lighting Fixture Package Approved light fixture supplier
to be determined by Verizon
PM
Low Voltage Approved low voltage
installed determined by
Verizon PM
Miscellaneous Equipment Grainger Levi Bulgar Phone: 224.268.6701
Email: levi.bulgar@grainger.com
Miscellaneous Equipment Grainger Jorge Rodriguez Phone: 847.793.5096
Email: jorge.rodriguez@grainger.com
Security Installation ADT Steven Miller Phone: 908.575.9880 x 108
Email: stevemiller@adt.com
Security Installation Star
Security Shutter Fabrication & Installation QMI Security Solutions Karen Thomas Phone: 630.980.6369 x 1023
Email: kthomas@qmiusa.com
1661 Glenlake Ave.
Itasca, IL 60143
Test & Balance / Factory Startup GC to provide
1 4/15/24 Addendum 1: HQ Update
2 4/25/24 City Comments
3 6/3/24 City Comments
BAS (FOR REFERENCE ONLY)
BAS.1.0 BAS - ONE LINE DIAGRAM
BAS.2.0 BAS - MECHANICAL
BAS.3.0 BAS - ELECTRICAL
BAS.4.0 BAS - ELECTRICAL
BAS.5.0 BAS - SECURITY
City Stamp Area
3
3
3
3
3
3
3
Bldg# 101119098
Elec# 20182666
Mech# 40139043
APPROVALS:
PLNG - FArias
BLDG - TLe
POLICE BMartin
ELEC - MSmith
MECH - TLuka
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
MI
N
.
6"
MIN.
6"
(BRAILLE)
BOT. LINE
TOP LINE
BOTTOM OF
TEXT
EQ EQ
VARIES
VA
R
I
E
S
MIN.
1/2"
BOTTOM OF
TEXT
60"
MAX
BOTTOM OF
BRAILLE
48"
MIN.
CL
(BRAILLE)
3"
6"
EQ EQCL
1/
2
"
5/
8
"
3/
8
"
1"
1/
2
"
EXIT BOTTOM OF
TEXT
60"
MAX
BOTTOM OF
BRAILLE
48"
MAX
(BRAILLE)
3"
6"
EQ EQCL
1/
2
"
5/
8
"
3/
8
"
1"
1/
2
"
TO EXIT
(BRAILLE)
RESTROOM
MI
N
.
6"
3
3
/
8
"
5/
8
"
5/
8
"
1/
2
"
1"
5/
8
"
MIN.
6"
S
SECURITY
MONITOR
FIRE
EXTINGUISHER
CABINET
FIRE
EXTINGUISHER
COAT RACK FIRST AID
CABINET-FULL
LOCK BOX TABLET
CHARGING
STATION
LADDER
HANGER FOR
8'-0" / 6'-0"
LADDERS
HAND
SANITIZER/SOAP
DISPENSER
MAXIMUM DISTANCE
(TO OPERABLE
PARTS/CONTROLS)
SMART
BOARD
RECESSED
HAND DRYER
MOP RACKDOOR
HOOK
TOILET
PAPER
DISPENSER
SANITARY
NAPKIN
RECEPTACLE
CODE
REQUIRED
TACTILE
SIGNAGE
L
LO
C
K
I
N
G
BULLETIN
BOARD
SHELF
JANITORIAL-36"W
(6
6
"
A
T
M
A
N
A
G
E
R
)
8'
-
0
"
CL
7'
-
0
"
FL
O
O
R
T
O
H
E
A
D
4'
-
0
"
FL
O
O
R
T
O
H
E
A
D
4'
-
0
"
5'
-
0
"
4'
-
0
"
MA
X
2'
-
3
"
TO
C
O
N
T
R
O
L
S
4'
-
0
"
4'
-
0
"
5'
-
0
"
SC
R
E
W
6'
-
1
"
TO
M
O
U
N
T
I
N
G
TO
C
O
N
T
R
O
L
S
4'
-
0
"
TO
C
O
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T
R
O
L
S
4'
-
0
"
5'
-
2
"
4'
-
0
"
MI
N
.
1'
-
5
1
3
/
1
6
"
MI
N
.
1'
-
6
3
/
4
"
GR
A
B
B
A
R
5"
M
I
N
.
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L
O
W
BR
A
I
L
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5'
-
0
"
M
A
X
.
BO
T
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M
O
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BR
A
I
L
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4'
-
0
"
M
I
N
.
BO
T
T
O
M
O
F
4'
-
0
"
CLCL
CL
CL
DEVICE CENTERLINE
RECEPTACLES
(U.O.N.)
SWITCHES THERMOSTAT REMOTE
SENSOR
CO DETECTOR KEYPAD CARD
READER
16
"
1'
-
4
"
44
"
3'
-
8
"
44
"
3'
-
8
"
44
"
3'
-
8
"
44
"
3'
-
8
"
44
"
3'
-
8
"
72
"
6'
-
0
"
CLCL
CL
CLCLCL
CL
(BRAILLE)
3"
6"
EQ EQCL
1/
2
"
5/
8
"
3/
8
"
1"
1/
2
"
TO RESTROOM
OB
S
T
R
U
C
T
I
O
N
H
E
I
G
H
T
34
"
M
A
X
.
RE
A
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G
H
T
46
"
M
A
X
.
RE
A
C
H
H
T
.
15
"
M
I
N
.
NOTE: ALL DIMENSIONS ARE FINISH DIMENSIONS
DRINKING
FOUNTAIN
PUSH PAD
DRINKING
FOUNTAINPUSH PAD
MAX.
6"
MIN.
8"
9"
M
I
N
.
1
'
-
1
"
2'
-
3
"
2
7
"
2'
-
9
"
36
"
M
A
X
.
35 1/4"
CANING
APRON,
WHERE
RQD.
CLEAR FLOOR SPACE-
FORWARD APPROACH
SPOUT AT 36" A.F.F. MAX.
8"MIN.
48"
MI
N
.
3
0
"
APPROACH
5" MAX FORWARD
18"-19"
12
G.2.0
DISPLAY /WORK
SURFACE COUNTER
TO
P
O
F
C
O
U
N
T
E
R
34
"
M
A
X
CLEAR
30" MIN
46
"
M
A
X
.
24" MAX.
BETWEEN ELEMENTS
3'-8"
11B-403.5.1
PLAN AT LAVATORYSIDE ELEVATION AT WATER CLOSETFRONT ELEVATION AT WATER CLOSET
TOILET PAPER
DISPENSER
WATER CLOSET WC-1
SEAT COVER
DISPENSER
WATER
CLOSET
WC-1
CLEAR
FLOOR
SPACE
FIXED SIDE WALL
GRAB BAR (TYP.)
REAR WALL
GRAB BAR
(TYP.)
REAR GRAB BAR
ALLOWED AT 36"
A.F.F. AT TANK
TYPE TOILET
6" MAX. SINK
DEPTH
MI
N
.
1
8
"
CL
MIN.
17"
FRONT ELEVATION AT LAVATORY
'GFI' OUTLET,
SEE
ELECTRICAL
PLANS
SINK-1
36" X 24" MIRROR
PAPER TOWEL
DISPENSER ON
SIDE WALL
SOAP DISPENSER
PROVIDE
ENCLOSURE
OR INSULATE
DRAIN &
WATER SUPPLY
LINES BELOW
LAV.
TO
P
O
F
S
I
N
K
34
"
M
A
X
.
MI
R
R
O
R
40
"
M
A
X
.
TO
C
O
N
T
R
O
L
S
48
"
M
A
X
.
TO REFLECTIVE
SURFACE
74
"
M
I
N
CL
MIN.
24"
42" MIN.
MAX.
12"
54" MIN.
17
"
-
1
9
"
TO
P
O
F
33
"
-
3
6
"
4
0
"
ALL DISPENSERS 40"
MAX TO THE HIGHEST
OPERABLE PART
MIN.
12"
MIN.
24"
MIN.
36"
CL
TO
P
O
F
33
"
-
3
6
"
17"-18"
CL
SIDE ELEVATION AT HAND DRYER
SEMI-RECESSED
MOUNTED HAND
DRYER, 48" A.F.F.
MAX. TO CONTROLS.
PROVIDE POWER FEED
AS REQUIRED
GR
A
B
B
A
R
GR
A
B
B
A
R
7"-9"
OU
T
L
E
T
19
"
M
I
N
.
OP
E
N
I
N
G
19
"
M
I
N
.
SANITARY NAPKIN
RECEPTACLEMI
N
.
1
1
/
2
"
RESTROOM DOOR ELEVATION
HAT AND COAT
HOOK
OUTSIDEINSIDE
ACCESSIBLE
SIGN
EQ EQ
CL
4'
-
0
"
CL
48
"
-
6
0
"
CL
CLEAR FLOOR SPACE AT WATER CLOSET
CLEARANCE AROUND
WATER CLOSET
WC-1 SINK-1
PAPER TOWEL
DISPENSER
48" X 30" CLEAR
FLOOR SPACE BY
SECTION 305.3
SEMI RECESSED HAND
DRYER, BOTTOM AT 43"
A.F.F. PROVIDE POWER
FEED AS REQUIRED.
MIN.
1'-6"
SI
N
K
CL
E
A
R
17" -18"CL MIN.
5'-0"
MI
N
.
4'
-
8
"
MA
X
.
4"1'-6"
DIAMETER (CLEAR)
60" Ø
CL
MAX.
1
2
"
4'
-
0
"
DOOR PERMITTED
TO SWING OVER
HATCHED AREA
CLEAR
32" MIN.
SIDE ELEVATION AT LAVATORY
SINK-1
MIN. LEG CLEARANCE
PAD PIPES TO
PROTECT AGAINST
CONTACT AS
PER GENERAL NOTES
MIN. KNEE
CLEARANCE
DASHED LINES
INDICATES
DIMENSIONAL
CLEARANCE OF
OPTIONAL UNDER
LAVATORY ENCLOSURE
MI
N
.
9"
25
3
/
4
"
34
"
M
A
X
.
MI
R
R
O
R
40
"
M
A
X
.
6"
11"
8"
17"-25"
74
"
M
I
N
.
TO REFLECTIVE
SURFACE
2
7
"
RESTROOM NOTES:
• ALL DIMENSIONS ARE FINISH DIMENSIONS.
• ALL PLUMBING FIXTURES AND ACCESSORIES SHALL BE ACCESSIBLE.
VERIFY ALL ACCESSIBLE DESIGNS FOR CONFORMANCE WITH
FEDERAL, STATE AND LOCAL CODES.
• FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF THE
WATER CLOSET.
• DISPENSER MOUNTING HEIGHT AND PROJECT SHALL BE REFERRED
TO TABLE 603.6.
• CONTRACTOR SHALL PLACE ALL THE WATER CLOSETS AT THE
CENTER OF THE RANGE OFF THE WALL.
SIGN MOUNTING NOTEs:
• BRAILLE SHALL BE 48" MIN. AND 60" MAX. ABOVE THE FLOOR,
MEASURED TO THE BASELINE OF BRAILLE.
• RAISED CHARACTERS SHALL BE 48" MIN. AND 60" MAX. ABOVE THE
FLOOR, MEASURED TO THE BASELINE OF RAISED CHARACTERS IF
THE SIGN DOES NOT CONTAIN BRAILLE.
• WALL MOUNTED SIGNAGE TO BE LOCATED ON LATCH SIDE OF
DOOR. CLEAR OF DOOR-SWING. THE BASELINE OF THE LOWEST
BRAILLE CELLS SHALL BE 48" MIN. A.F.F. AND THE BASELINE OF THE
HIGHEST LINE OF RAISED CHARACTORS SHALL BE 60" MAX. A.F.F.
17
"
-
1
9
"
NOTE:
THE DOOR MOUNTED GEOMETRIC SYMBOL SHALL BE CENTERED ON THE DOOR AT A HEIGHT OF 58" MIN. AND 60" MAX. ABOVE FINISHED FLOOR MEASURED FROM CENTER OF THE SYMBOL. THE COLOR AND CONTRAST
OF THE GEOMETRIC SYMBOL SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR AND CONTRAST OF DOOR.
MEN WOMEN UNISEX
TYP.1'-0"
1/
4
"
1' - 0" ø 1/4"1' - 0" ø 1/4"
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2024 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
KS
FL
DE
CT
AZ
AL
C-1967WY
RA011075GA
AR10400066IN
C 29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN 44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
NV 5521
WA 10344
13167AK
SD 11532
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2023-0069
Proposed
Store Design
for: VERIZON
Metro Pointe
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/24
3/15/24
ACCESSIBILITY DETAILS
G.2.0
MB
KG
2 OF 81
DIVISION ACCESSIBILITY
A101 - Accessibility Guidelines:
All equipment, accessories and work shall be performed in accordance with all
Federal, State and local codes with respect to handicap accessibility, and with the
International Code Council and the American National Standards Institute (ICC/ANSI
A117.1) or Americans with Disability Act (ADA). The more restrictive code shall apply.
A-309 - Operable Parts:
A clear floor space that allows a forward or parallel approach by a person using a
wheelchair shall be provided at controls, dispensers, receptacles and other operable
equipment. The clear floor space shall be 30"x48".
All controls and operating mechanisms shall be operable with one hand and shall not
require tight grasping, pinching or twisting of the wrist. The force required to activate
controls shall be no more than 5 lbf.
Controls and operating mechanisms shall be placed within forward and side reach
positions.
A-404 - Doors and Hardware:
Doorways shall have a minimum clear opening of 32", with the door opened 90
degrees, and measured between the face of the door and the opposite stop.
Threshold shall be 1/2" maximum total height with 1/4" maximum vertical change at
edge. Change in level between 1/4" and 1/2" shall be leveled with slope no greater
than 1:2.
Door closers shall have sweep periods adjusted so that it will take a door a minimum
of five seconds to move from an open position of 90 degrees to a position where the
leading edge of the door is 12 degrees from the latch.
Hardware: Operable from inside without use of key or special knowledge or effort and
operable by lever type hardware, panic bars, push-pull activating bars (not requiring
grasping), mounted 34" - 44" A.F.F.
3" = 1'-0"3
INTERNATIONAL
ACCESSIBILITY SYMBOL
Version: 050818
3" = 1'-0"4 TYPICAL TACTILE SIGN
Version: 050818
3" = 1'-0"5 TACTILE SIGN
Version: 082522
3" = 1'-0"6 TACTILE SIGN
Version: 082522
3" = 1'-0"8 TACTILE SIGN
Version: 050818
N.T.S.1 MOUNTING HEIGHTS
Version: 070721 N.T.S.2 MOUNTING HEIGHTS
Version: 070721
3" = 1'-0"7 TACTILE SIGN
Version: 082522
1/2" = 1'-0"10
EMPLOYEE LOCKER
& SIDE REACH DIAGRAM
Version: 050818
1/4" = 1'-0"12
DRINKING FOUNTAIN
ELEVATION DETAIL
Version: 070620
1/4" = 1'-0"13
DRINKING FOUNTAIN
PLAN DETAIL
Version: 062322
1/2" = 1'-0"9 DISPLAY & WORK SURFACE COUNTERS
Version: 050818
N.T.S.11 ACCESSIBILITY DETAILS
Version: 070721
3" = 1'-0"14 DOOR MOUNTED SIGNAGE
Version: 050818
Maximum effort to operate doors shall not exceed 5 pounds for exterior doors and
interior doors such pull or push efforts being applied, at right angles to hinged doors
and at the center plane of sliding or folding doors. Compensating devices or automatic
door operators may be utilized to meet the above standards. When fire doors are
required, the maximum effort to operate the door may be increased not to exceed 15
pounds.
Exit door hardware shall be of an approved type and tested in accordance with
procedures established by SFM 33.2 and SFM 33.3.
Provide minimum 10" high smooth surface at door bottoms, either attached panel or
bottom rail except on automatic or sliding doors.
The minimum space between two hinged or pivoted doors in a series shall be 48" plus
the width of any door swinging into the space. Doors in a series shall swing either in
the same direction or away from the space between the doors.
Handles, pulls, latches, locks and other operating devices on accessible doors shall
have a shape that is easy to grasp with one hand and does not require tight grasping,
pinching, or twisting of the wrist to operate.
The maximum force for pushing or pulling open a door shall be as follows:
- Exterior hinged doors: reserved
- Interior hinged doors: 5 foot pounds
- Sliding or folding doors: 5 foot pounds
A-602 - Drinking Fountains and Water Coolers:
Spout outlets shall be no higher than 36" measured from the finished floor.
Standing person spout outlets shall be between 38" and 43" measured from the
finished floor.
Spout shall provide a 4" high flow at a max. of 3" from front of fountain and at 30° max.
or 5" from front of fountain and at an angle at 15°, relative to front face.
Unit controls shall be front mounted or side mounted near the front edge.
Wall and post mounted cantilevered units shall have a clear knee space between the
bottom of the apron and the floor or ground at least 27" high, 30" wide, and 17" to 19"
deep (refer to diagram).
A-604 - Water Closets and Toilet Stalls:
The height of water closets shall be 17" to 19" measured to the top of the toilet seat.
Seats shall not be sprung to return to a lifted position.
Flush controls shall be hand operated or automatic. Controls for flush valves shall be
mounted on the wide side of toilet areas no more than 44" above the floor.
Toilet paper dispensers that control delivery, or that do not permit continuous flow,
shall not be used.
Standard toilet stalls with a minimum depth of 56" shall have wall-mounted water
closets. If the depth of a standard toilet stall is increased at least 3", then a
floor-mounted water closet may be used (refer to plans/diagrams).
In standard stalls, the front partition and at least one side partition shall provide a toe
clearance of at least 9" above the finished floor. If the depth of the stall is greater than
60", then the toe clearance is not required.
Grab bars and receptacles shall be mounted as indicated in plans /diagrams on
drawings.
A-606 - Lavatories and Mirrors:
Lavatories shall be mounted with the rim or counter surface no higher than 34" above
the finished floor. Provide a clearance of at least 29" above the finished floor to the
bottom of the apron as indicated on drawings.
Knee and toe clearances shall be as indicated on drawings.
Hot water and drain pipes under lavatories shall be insulated or otherwise configured
to protect against contact. There shall be no sharp or abrasive surfaces under
lavatories.
Faucet controls shall be operable with one hand and shall not require tight grasping,
pinching, or twisting of the wrist. The force required to activate the faucet shall be no
more than 5 foot pounds. Lever-operated, push-type and electronically controlled
mechanisms are acceptable examples of acceptable designs. If self-closing valves are
used, the faucet shall remain open for at least 10 seconds.
Mirrors shall be mounted with the bottom edge of the reflecting surface no higher than
40" above the finished floor. Mirrors that are intended to be used by both ambulatory
people and wheelchair users must be at least 74" high at their top most edge, such as
might be provided in a single-occupancy toilet room or any toilet room having one
mirror.
A-609 - Grab Bars:
The nominal diameter or width of the gripping surface or a handrail or grab bar shall
be 1 1/4" to 1 1/2" or the shape shall provide an equivalent gripping surface. If
handrails or grab bars are mounted adjacent to a wall, the space between the wall and
the grab bar shall be 1 1/2".
The structural strength of grab bars, fasteners, and mounting devices shall meet the
following specifications:
- Bending stress in a grab bar induced by the maximum bending moment from the
application of 250 lbf shall be less than the allowable stress for the material of the grab
bar.
- Shear stress induced in a fastener or mounting device from the application of 250 lbf
shall be less than the allowable lateral load of either the fastener or mounting device
or the supporting structure, whichever is the smaller allowable load.
- Tensile force induced in a fastener by a direct tension force of 250 lbf plus the
maximum moment from the application of 250 lbf shall be less than the allowable
withdrawal load between the fastener and the support structure.
- Grab bars shall not rotate within their fittings.
A handrail or grab bar and any wall or other surface adjacent to it shall be free of any
sharp or abrasive elements. Edges shall have a minimum radius of 1/8"
A-702 - Alarms:
At a minimum, visual signal appliances shall be provided in buildings and facilities in
each of the following areas: Restrooms and any other general usage areas (e.g.,
Meeting Rooms), Hallways, Lobbies and any other area for common use.
Audible alarms, if provided, shall produce a sound that exceeds the prevailing
equivalent sound level in the room or space by at least 15 decibels or exceeds any
maximum sound level with duration of 60 seconds by 5 decibels, whichever is louder.
Sound levels for alarm signals shall not exceed 120 decibels.
Visual alarm signals shall be integrated into the building or facility alarm system. If
single station audible alarms are provided, then single station visual alarms shall be
provided. Visual alarm signals shall have the following minimum photometric and
location features:
- The lamp shall be a xenon strobe type or equivalent.
- The color shall be clear or nominal white.
- The maximum pulse duration shall be two tenths of one second with a maximum duty
cycle of 40%. The pulse duration is defined as the time interval between initial and
final points of 10% of maximum signal.
- The intensity level shall be a minimum of 75 candela.
- The flash rate shall be a minimum of 1 Hz and a maximum of 3 Hz.
- The appliance shall be placed 80" above the highest floor level within the space or 6"
below the ceiling, whichever is lower.
- In general, no place in any room or space required to have a visual signal appliance,
shall be more than 50'-0" from the signal. In large rooms and spaces exceeding
100'-0" across, without obstructions 6'-0" above the finished floor (such as
auditoriums) devices may be placed around the perimeter, spaced at a maximum of
100'-0" apart, in lieu of suspending appliances from the ceiling.
- No place in common Corridors or Hallways in which visual alarm signaling appliances
are required, shall be more than 50'-0" from the signal.
A-703 - Signs:
When new signs and identification devices are provided, the new sign and / or
identification devices shall comply with the Building Code.
Letters and numbers on signs shall have a width-to-height ratio between 3:5 and 1:1
and a stroke width-to-height ratio between 1:5 and 1:10. Characters and numbers on
signs shall be sized according to the viewing distance from which they are to be read.
The minimum height is measured using an upper case 'X'. Lower case characters are
permitted. For signs suspended or projected above the floor, the minimum character
height shall be 3".
Characters and symbols shall contrast with their background. Either light characters on
a dark background or dark characters on a light background.
Where raised characters or symbols are used, they shall conform to the following:
A.Letters and numbers shall be raised 1/32" and shall be sans serif uppercase
characters and accompanied with Grade 2 Braille.
B.Raised characters or symbols shall be at least 5/8" high;
C.Pictorial symbol signs (pictograms) shall be accompanied by the equivalent verbal
description placed directly below the pictogram. The border dimensions of the
pictogram shall be a minimum of 6" in height.
Contracted Grade 2 Braille shall be wherever Braille symbols are specifically required
in other portions of these regulations. Dots shall be 1/10" on centers in each cell with
2/10" space between cells. Dots shall be raised a minimum of 1/40" above the
background.
All building entrances that are accessible to and usable by persons with disabilities,
and at every major junction along or leading to an accessible route of travel shall be
identified with a sign displaying the International Symbol of Accessibility and with
directional signs, as required, to be visible to persons along approaching pedestrian
ways as per code.
When permanent identification is provided for rooms and spaces, raised letters shall
be provided and shall be accompanied by Braille in conformance with code. Signs
shall be installed on the wall adjacent to the latch side of the door. Where there is no
wall space to the latch side of the door, including at double leaf doors, signs shall be
placed on the nearest adjacent wall. Mounting height shall be 60" above the finished
floor to the centerline of the sign. Mounting location shall be determined so that a
person may approach within 3" of signage without encountering protruding objects or
standing within the swing of a door.
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
SIDE FLARES SLOPED AT 10% MAX.
48" WIDE RAMP SLOPED AT 8.33% MAX. WITH
TRUNCATED DOMES. SEE DETAIL
SLOPE SLOPE
MIN.
2'-0"
MIN.
4'-0"
MIN.
2'-0"
MI
N
I
M
U
M
4'
-
0
"
MI
N
I
M
U
M
4'
-
0
"
MI
N
I
M
U
M
4'
-
0
"
/7 G.2.1
SL
O
P
E
CROSS SLOPE NOT TO EXCEED 2%.
WIDTH SHALL MATCH RAMP.
EXISTING PEDESTRIAN ROUTE. MAXIMUM
SLOPE NOT TO EXCEED 5%
CROSS SLOPE NOT TO EXCEED 2%.
WIDTH SHALL MATCH RAMP.
EXISTING COUNTER SLOPE. MAXIMUM
SLOPE NOT TO EXCEED 5%
NO PARKING
MAXIMUM SLOPE NOT TO
EXCEED 1:20 (5%), CROSS SLOPE
NOT TO EXCEED 1:48 (2%).
70 SQ. INCH ACCESSIBLE
PARKING SIGN PER 2022
CBC 11B-502.6. SEE DETAIL
70 SQ. INCH ACCESSIBLE
PARKING SIGN PER 2022 CBC
11B-502.6. SEE DETAIL
LOADING AND UNLOADING ACCESS
AISLE BLUE OUTLINE AND STRIPES AT
36" ON CENTER PER 2022 CBC
11B-502.3. THE WORDS "NO PARKING"
SHALL BE PAINTED ON THE GROUND
WITHIN THE ACCESS AISLE IN WHITE
LETTERS NO LESS THAN 12" HIGH AND
LOCATED SO THAT THEY ARE VISIBLE
TO TRAFFIC ENFORCEMENT OFFICIALS.
CURB RAMP. SEE DETAIL
/3 G.2.1
/2 G.2.1
PAVEMENT SYMBOL PER 2022 CBC
11B-502.6 SHALL BE 36" HIGH BY 36"
WIDE PAINTED WHITE ON BLUE
BACKGROUND AND TO BE LOCATED
SO THAT IT IS VISIBLE TO TRAFFIC
ENFORCEMENT OFFICIALS.
CLCL
3'-0
"
OR 14'-0"
9'-0"
OR 5'-0"
8'-0"9'-0"
18
'
-
0
"
ACCESSIBLE PARKING SPACES AND
ACCESS AISLE SLOPE NOT TO EXCEED
1:48 (2% PER 2022 CBC 11B-502.4.
17'-0"
/6 G.2.1
CL
1'-0" DIA CONC FTG - SLOPE TOP TO DRAIN
FIN GRADE OR PAVING - REF SITE PLAN
2" DIA STD WT STL PIPE POST - GALV
3 - #10 x 3/4" SELF TAPPING
VANDAL PROOF SCREWS
ACCESSIBLE PARKING SIGN, SEE DETAIL1'-0"
2'
-
0
"
(6
0
"
M
I
N
.
)
7'
-
4
"
1
'
-
6
"
3"
4"
UNAUTHORIZED PARKING SIGN, SEE DETAIL
/4 G.2.1
/4 G.2.1
4 - #10 x 3/4" SELF TAPPING VANDAL
PROOF SCREWS
ACCESSIBILITY PARKING SIGN, SEE DETAIL
2" DIA STD WT STL PIPE POST - GALV
FIN GRADE OR PAVING - REF SITE PLAN
1'-0" DIA CONC FTG - SLOPE TOP TO DRAIN
1'-0"
4"
4"
MI
N
.
6
0
"
4"
3"
2'
-
0
"
7'
-
4
"
1'
-
6
"
VAN PARKING SIGN, SEE DETAIL
UNAUTORIZED PARKING SIGN, SEE DETAIL
/5 G.2.1
/5 G.2.1
/5 G.2.1 HANDICAPPED
FOR
RESERVED
MINIMUM FINE $250
1" RADIUS (TYP.)
3 - #10 x 3/4" SELF TAPPING VANDAL
PROOF SCREWS
WALL MOUNTED- INTERNATIONAL SYMBOL OF
ACCESSIBILITY AND GRAPHICS PAINTED W/
WHITE REFLECTORIZED PAINT - GRAPHICS AS
FOLLOWS: RESERVED FOR HANDICAPPED
MINIMUM FINE $250
16 GA. GALV STL SIGN PAINTED W/ BLUE
REFLECTORIZED PAINT INCLUDING FASTENERS
4"
(6
0
"
M
I
N
.
)
6'
-
8
"
1
'
-
6
"
1'-0"
17" X 22" "UNAUTHORIZED VEHICLES PARKED IN
DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING
DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED
FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY
AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE
RECLAIMED AT ________________ OR BY TELEPHONING
__________________." FILL IN BLANK SPACES WITH
APPROPRIATE INFORMATION AS A PERMANENT PART OF
THE SIGN (PER SECTION 11B-502.8.2)
UNAUTHORIZED VEHICLES
PARKED IN DESIGNATED
ACCESSIBLE SPACES NOT
DISPLAYING
DISTINGUISHING PLACARDS
OR LICENSE PLATES ISSUED
FOR PERSONS WITH
DISABILITIES MAY BE
TOWED AWAY AT OWNER'S
EXPENSE. TOWED
VEHICLES MAY BE
RECLAIMED AT
XXXXXXXXXX OR BY
TELEPHONING
XXXXXXXXXXXXXX
VAN ACCESSIBLE
HANDICAPPED
FOR
RESERVED
MINIMUM FINE $250
1" RADIUS (TYP.)
3 - #10 x 3/4" SELF TAPPING VANDAL PROOF
SCREWS
WALL MOUNTED- INTERNATIONAL SYMBOL OF
ACCESSIBILITY AND GRAPHICS PAINTED W/ WHITE
REFLECTORIZED PAINT - GRAPHICS AS FOLLOWS:
RESERVED FOR HANDICAPPED MINIMUM FINE $250
16 GA. GALV STL SIGN PAINTED W/ BLUE
REFLECTORIZED PAINT INCLUDING
FASTENERS
4"
4"
4
"
60
"
M
I
N
.
6'
-
0
"
2'
-
2
"
17" X 22" "UNAUTHORIZED VEHICLES PARKED IN
DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING
DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED
FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY
AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE
RECLAIMED AT ________________ OR BY TELEPHONING
__________________." FILL IN BLANK SPACES WITH
APPROPRIATE INFORMATION AS A PERMANENT PART OF
THE SIGN (PER SECTION 11B-502.8.2)
UNAUTHORIZED VEHICLES
PARKED IN DESIGNATED
ACCESSIBLE SPACES NOT
DISPLAYING
DISTINGUISHING PLACARDS
OR LICENSE PLATES ISSUED
FOR PERSONS WITH
DISABILITIES MAY BE
TOWED AWAY AT OWNER'S
EXPENSE. TOWED
VEHICLES MAY BE
RECLAIMED AT
XXXXXXXXXX OR BY
TELEPHONING
XXXXXXXXXXXXXX
SITE ACCESSIBILITY NOTES:
ALL EXISTING ACCESSIBLE ROUTES OF TRAVEL, PARKING SPACES,
ENTRANCES, RESTROOMS, AND SIGNS ARE TO BE IN COMPLIANCE WITH THE
2022 CALIFORNIA BUILDING CODE, TITLE 24.
THE FOLLOWING REQUIREMENTS ARE TO BE VERIFIED TO EXIST AND IF
THEY DO NOT EXIST MUST BE PROVIDED AND INSTALLED BY THE
LANDLORD. CONTRACTOR IS RESPONSIBLE TO VERIFY COMPLIANCE WITH
CURRENT BUILDING CODE REQUIREMENTS AS DESCRIBED ON THIS SHEET.
ANY NON-COMPLIANCY SHALL BE BROUGHT UP TO THE ATTENTION OF THE
ARCHITECT AND CLIENT.
1. VERIFY THAT THE DIMENSIONS OF THE VAN ACCESSIBLE PARKING
STALLS ADHERE TO THE APPLICABLE REQUIREMENTS.
2. VERIFY THAT A PAINTED SIGN EXISTS ON THE GROUND AT THE 8
FOOT WIDE ACCESSIBLE PARKING ACCESS AISLE INDICATING "NO
PARKING". THE SIGN SHALL BE PAINTED IN WHITE LETTER, 12" HIGH
AND LOCATED SO THAT IT IS VISIBLE TO TRAFFIC ENFORCEMENT
OFFICIALS.
3. VERIFY THAT A CURB RAMP FROM THE ACCESS AISLE, AS PER 2022
CBC 11B-406.2 AND 11B-406.5.1 WHICH STATES THAT RAMPS SHALL
NOT PROJECT INTO ANY ACCESSIBLE PARKING SPACE OR THE
ACCESS AISLE.
4. VERIFY THAT SIGNAGE SYMBOLS EXIST THAT INDICATE THE
ACCESSIBLE ROUTES OF TRAVEL FROM PUBLIC SIDEWALK TO THE
MAIN ENTRANCE, AND FROM THE ON SITE PARKING SPACES TO THE
MAIN ENTRANCE.
5. PROVIDE TYPICAL NEW INSTALLATION STRIPING AND ACCESSIBILITY
DETAILS IF FOUND EXTREMELY FADED OR NON-CONFORMING THE
EXISTING SITE AND ACCESSIBLE PARKING STALL(S) SHALL FULLY
COMPLY WITH T-24; AND ARE SUBJECT TO FIELD VERIFICATION. THE
INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE POSTED ON
OR ADJACENT TO ALL DISABLED ACCESSIBLE ENTRANCES IF NOT
EXISTING.
TAPERED EDGES
WHERE EXPOSED
2.
3
"
-
2
.
4
"
2.3"-2.4"
0.9"-0.92" BOTTOM
0.45"-0.47" TOP
0
.
2
"
0
.
6
5
"
0.65"
DOMES SHALL BE
YELLOW, 33538 - SAE
AMS-STD-595A AND
HAVE A 70% CONTRAST
WITH SURFACE.
DOME SURFACE MATERIAL
SHALL DIFFER IN
RESILIENCY OR SOUND ON
CANE CONTACT
CLEAN AIR VEHICLE/
VANPOOL/EV
WHEEL STOP
PROVIDE 8" HIGH (MIN.) PAINTED LETTERS TO
READ 'CLEAN AIR/VANPOOL/EV' THAT THE
LOWER EDGE OF THE LAST WORD ALIGNS WITH
THE END OF THE STALL STRIPING AND IS
VISIBLE BENEATH A PARKED VEHICLE. PAINT
SHALL MATCH PAINT USED FOR STRIPING.
NOTE:
REFER TO CALIFORNIA GREEN BUILDING
STANDARD CODE TABLE: 5.106.5.2 FOR
NUMBER OF DESIGNATED
PARKING STALLS REQUIRED. PARKING
STALLS CAN BE LOCATED ANYWHERE ON
THE SITE WITHOUT PREFERENTIAL LOCATION.
9'
-
0
"
MIN.
9'-0"
CL
NOTE:
PROVIDE CLEAN AIR PARKING SPACES:
1 FOR 10-25 ADDL' SPACES REQ'D.
3 FOR 26-50 ADDL' SPACES REQ'D.
6 FOR 51-75 ADDL' SPACES REQ'D.
8 FOR 76-100 ADDL' SPACES REQ'D.
NOTE:
PROVIDE EV CHARGING SPACES:
1 FOR 10-25 ADDL' SPACES REQ'D.
2 FOR 26-50 ADDL' SPACES REQ'D.
4 FOR 51-75 ADDL' SPACES REQ'D.
5 FOR 76-100 ADDL' SPACES REQ'D.
SURFACE MOUNTED STANCHION
STYLE BIKE RACK. SIMILAR TO
BIKE SECURITY RACKS CO.
MODEL NUMBER BS-4B-AE
PHONE: 800-545-2757
COLOR: SILVER
OUTLINE OF BICYCLE IN RACK
(TYP OF 5)
5/8" DIA. MOUNTING HOLE
FOR 1/2" DIA. MASONRY
ANCHOR (TYP.)
SURFACE MOUNTED ANCHOR
FLANGE (TYP.)
LOCK RETAINING
YOKE (TYP.)
FRONT:SIDE:
2'
-
0
"
1'-9"4'-3"
R= 9 1/2"
TRUE
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2024 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
KS
FL
DE
CT
AZ
AL
C-1967WY
RA011075GA
AR10400066IN
C 29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN 44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
NV 5521
WA 10344
13167AK
SD 11532
J:
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B
I
M
2
3
.
r
v
t
2023-0069
Proposed
Store Design
for: VERIZON
Metro Pointe
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/24
3/15/24
SITE ACCESSIBILITY
DETAILS
G.2.1
MB
KG
3 OF 81
1/4" = 1'-0"6 ACCESS RAMP PLAN
Version: 102320
3/16" = 1'-0"1 ACCESS PARKING PLAN
Version: 102320
1/4" = 1'-0"2 ACCESSIBLE PARKING SIGN
Version: 050818
1/4" = 1'-0"3 VAN ACCESSIBLE PARKING SIGN
Version: 050818
1/4" = 1'-0"4 ACCESSIBLE WALL PARKING SIGN
Version: 050818
1/4" = 1'-0"5 VAN ACCESSIBLE WALL PARKING SIGN
Version: 050818
3" = 1'-0"7 TRUNCATED DOMES
Version: 050818
N.T.S.8 CLEAN AIR PARKING STALL MARKING PLAN
Version: 050818
1/4" = 1'-0"9 BICYCLE RACK
Version: 050818
NOT USED
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
FE
FE
USE TYPE
BUSINESS
MERCANTILE
STORAGE
RETAIL SALES
101
OPEN OFFICE
104
MANAGER
106
INVENTORY
105
J.C.
107
TELCO
108
RESTROOM
103
RESTROOM
102
EXISTING STAIR
(N.I.C.)
FUTURE TENANT
(N.I.C.)
APPROXIMATE LOCATION OF
NEW LEASE LINE
FIRE
EXTINGUISHER
FIRE
EXTINGUISHER
EGR
E
S
S
P
A
T
H
"
A
"
EGRESS PATH "B"
EGRESS PATH "C"
EXIT
SIGNEXIT SIGN
EXIT SIGN
EXIT SIGN
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2024 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
KS
FL
DE
CT
AZ
AL
C-1967WY
RA011075GA
AR10400066IN
C 29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN 44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
NV 5521
WA 10344
13167AK
SD 11532
J:
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I
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2
3
.
r
v
t
2023-0069
Proposed
Store Design
for: VERIZON
Metro Pointe
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/24
3/15/24
EGRESS AND
OCCUPANCY PLAN
G.2.2
MB
KG
4 OF 81
Egress Travel Distance
Egress Path
MAX. PROPOSED
DISTANCE DISTANCE ALLOWED
A 65' - 5"75'-0"
B 83' - 10"200'-0"
C 95' - 8"200'-0"
Occupant Load by Space
ROOM
NUMBER ROOM AREA
OCCUPANT
FACTOR
OCCUPANT
LOAD
BUSINESS
102 RESTROOM 75 SF 150 SF 0.5
103 RESTROOM 75 SF 150 SF 0.5
104 OPEN OFFICE 728 SF 150 SF 4.9
106 MANAGER 95 SF 150 SF 0.6
MERCANTILE
101 RETAIL SALES 1432 SF 60 SF 23.9
STORAGE
105 INVENTORY 186 SF 300 SF 0.6
107 J.C.51 SF 300 SF 0.2
108 TELCO 127 SF 300 SF 0.4
1/4" = 1'-0"
Version: 070720
1 EGRESS AND OCCUPANCY
Maximum Occupancy by Use
USE TOTAL AREA
OCCUPANT
FACTOR
ROUNDED OCCUPANT
LOAD
BUSINESS 973 SF 150 SF 7
MERCANTILE 1432 SF 60 SF 24
STORAGE 364 SF 300 SF 2
TOTAL 2768 SF 33
*TWO MEANS OF EGRESS PROVIDED FROM BACK OF HOUSE
*
*
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2024 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
KS
FL
DE
CT
AZ
AL
C-1967WY
RA011075GA
AR10400066IN
C 29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN 44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
NV 5521
WA 10344
13167AK
SD 11532
J:
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2
3
-
0
0
6
9
-
B
I
M
2
3
.
r
v
t
2023-0069
Proposed
Store Design
for: VERIZON
Metro Pointe
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/24
3/15/24
RESPONSIBILITY MATRIX
G.2.3
MB
KG
5 OF 81
RESPONSIBILITY MATRIX
ITEM NO.DESCRIPTION AP
P
L
I
C
A
B
L
E
EX
I
S
T
I
N
G
LA
N
D
L
O
R
D
F
U
R
N
I
S
H
LA
N
D
L
O
R
D
I
N
S
T
A
L
L
GC
F
U
R
N
I
S
H
GC
I
N
S
T
A
L
L
VE
R
I
Z
O
N
F
U
R
N
I
S
H
VE
R
I
Z
O
N
I
N
S
T
A
L
L
VE
N
D
O
R
F
U
R
N
I
S
H
VE
N
D
O
R
I
N
S
T
A
L
L
COMMENTS
01 - GENERAL REQUIREMENT
1 PERMIT FEES, PICKUP ●● ●
2 TEMPORARY UTILITIES ●●
3 TRASH REMOVAL ●●
4 CLEAN UP ●●
5 GENERAL CONDITIONS ●●
6 INSURANCE, WORKMAN'S COMP ●●
7 INSPECTIONS, REPORTS & COORDINATION ●●
8 FINAL CLEAN-UP AND MAKE READY FOR OCCUPANCY ●●
9 LANDLORD APPROVAL ●● ●
02 - SITE CONSTRUCTION
1 DEMOLITION ●●
2 TEMPORARY FACADE BARRICADES / BLACKOUT
PANELS
●● ●GC TO COORDINATE
3 BARRICADE PERMITS / ERECTION & DECONSTRUCTION ●● ●IF REQIUIRED BY CITY
4 BARRICADE GRAPHICS ●● ● GC TO COORDINATE
5 ACCESSIBILITY
5A _STRIPING ● ● ●
5B _SIGNAGE ● ● ●
5C _CURB RAMP ● ● ●
03 - CONCRETE
1 SAWCUTTING / TRENCHING ●● ●
2 CORES OF EXISTING SLAB ● ●
3 SLAB POUR BACK ●● ●
04 - MASONRY
1 CMU INFILL ●● ●
05 - METALS
1 METAL FRAMING ●● ●
2 BLACK IRON ● ●
3 STRUCTURAL STEEL SUPPORT FOR HVAC ● ● ●
4 STOREFRONT CLADDING ●● ●GC TO COORDINATE
5 CANOPY/AWNING FRAMING ● ● ●
6 HANDRAILS ● ●
7 STRAPPING ●● ●
06 - WOOD AND PLASTICS
1 FIRE RATED BLOCKING ●● ●
2 PLYWOOD SHEATHING ●● ●
3 INVENTORY SHELVING ●● ●
4 INVENTORY SLATWALL ●● ●
07 - THERMAL AND MOISTURE PROTECTION
1 CAULKING ●● ●
2 SEALANT ●● ●
3 INSULATION (THERMAL)●● ●
4 INSULATION (NON-THERMAL)●● ●
5 VAPOR BARRIER ●● ●
6 UNDER TILE WATER PROOFING ●● ●
7 UNDERSLAB WATER PROOFING ● ●
8 UNDERSLAB INSULATION ● ●
08 - DOORS AND WINDOWS
1 DOORS AND FRAMES ●● ●
2 DOOR HARDWARE ●● ●
3 DOOR SECURITY HARDWARE
3A _CYLINDER ●● ● *GC TO COORDINATE
3B _CORE ●● ● *GC TO COORDINATE
3C _KEY ●● ● *GC TO COORDINATE
3D _ELECTRIC STRIKE ●● ● *GC TO COORDINATE
3E _DOOR BELL ●● *GC TO COORDINATE
3F _CARD READER ●● ● *GC TO COORDINATE
3G _DOOR CONTACT ●● ● *GC TO COORDINATE
3H _REQUEST TO EXIT MOTION ●● ● *GC TO COORDINATE
4 DOOR VISION PANELS ●● ●
5 SECURITY SHUTTERS ●● ● *GC TO COORDINATE
6 STOREFRONT FRAMING ●● ●
7 STOREFRONT GLAZING ●● ●
8 WINDOW FILM ●● ●
9 WINDOW SHADES ● ●
09 - FINISHES
1 GYPSUM BOARD FOR PARTITIONS & CEILING ●● ●
2 PRIMER GYPSUM BOARD PARTITION & CEILING ●● ●
3 PAINT GYPSUM BOARD PARTITION & CEILING ●● ●
4 STONE/TILE FLOORING ●● ●EXCEPT MOSA TILE PROVIDED AND
INSTALLED BY GC
5 CARPET FLOORING ●● ●
6 WALK OFF MAT ●● ●
7 VCT FLOORING ●● ●
8 SADDLE/FLOORING TRANSITIONS ●● ●
9 WALL TILE ●● ●EXCEPT MOSA TILE PROVIDED AND
INSTALLED BY GC
10 RUBBER WALL BASE ●● ●
11 ACROVYN/FRP ●● ●
12 CORNER GUARDS ●● ●
13 SUSPENDED CEILING SYSTEM WITH ACOUSTIC TILES ●● ●
14 WINDOW SILLS ●● ●
15 E.I.F.S.● ●
10 - SPECIALTIES
1 SIGNAGE
1A _STOREFRONT WALL SIGNAGE ●● ● GC TO COORDINATE
1B _BLOCKING ●● ●
1C _POWER ●● ●
1D _DOOR/GLASS SIGNAGE (EXTERIOR)●● ●
1E _INTERIOR DIRECTIONAL SIGNAGE ●● ●
2 TOILET ROOM ACCESSORIES ●● ●
3 DIGITAL DISPLAY ●● ● GC TO COORDINATE
4 SAFES ●● ●
5 FIRE EXTINGUISHER CABINET ●● ●
6 FIRE EXTINGUISHER ●● ●
7 ACOUSTIC SPRAY/TILES ●● ●
8 CANOPY/AWNING ● ● ●
11 - EQUIPMENT
1 SALES FLOOR / OFFICE TECHNOLOGY (TABLETS,
SCREENS, ETC.)
●● ● *
RESPONSIBILITY MATRIX
ITEM NO.DESCRIPTION AP
P
L
I
C
A
B
L
E
EX
I
S
T
I
N
G
LA
N
D
L
O
R
D
F
U
R
N
I
S
H
LA
N
D
L
O
R
D
I
N
S
T
A
L
L
GC
F
U
R
N
I
S
H
GC
I
N
S
T
A
L
L
VE
R
I
Z
O
N
F
U
R
N
I
S
H
VE
R
I
Z
O
N
I
N
S
T
A
L
L
VE
N
D
O
R
F
U
R
N
I
S
H
VE
N
D
O
R
I
N
S
T
A
L
L
COMMENTS
2 BOH EQUIPMENT
2A _OFFICE EQUIPMENT ●● ●
2B _OFFICE EQUIPMENT-TECHNOLOGY ●● ● *GC TO COORDINATE
3 WIRELESS ACCESS POINTS (WAPS)●● ● *
4 SPEAKERS ●● ● *
5 MUSIC PLAYER ●● ● *
6 SECURITY DEVICES AND SECURITY SYSTEM ●● ● *
7 TELEPHONE / IT SYSTEM ●● ● *
8 SHOPPERTRAK ●● ● *
12 - FURNISHINGS
1 SALES AREA
1A _CUSTOM MILLWORK / FIXTURES ●● ● GC TO COORDINATE
1B _MOVABLE FURNITURE ●● ● GC TO COORDINATE
2 BILL PAYMENT KIOSK ●● ● ● BOLTING BY GC
3 BOH FURNISHINGS
3A _BOH MILLWORK ●● ●
3B _MOVABLE FURNITURE (DESKS, CHAIRS, ETC.)●● ●
3C _WALL MOUNTED (MARKER BOARDS, BULLETIN
BOARDS, ETC.)
●● ●
3D _EQUIPMENT (REFRIGERATOR, LADDERS, ETC.)●● ●
4 RELOCATE EQUIPMENT/FURNISHINGS ●
13 - SPECIAL CONSTRUCTION
N/A
14 - CONVEYING DEVICES
N/A
21 - FIRE SUPPRESSION
1 FIRE PROTECTION:●● ●
22 - PLUMBING
1 PLUMBING:●● ●
23 - HEATING AND AIR CONDITIONING
1 HVAC ●● ●
2 TESTING, ADJUSTING, BALANCING ●● ●
26 - ELECTRICAL
1 LIGHTING:
1A _LIGHT FIXTURES (INTERIOR)●● ●
1B _LIGHT FIXTURES (SITE/EXTERIOR)●● ●
1C _LIGHT SWITCHES / DIMMERS / SENSORS ●● ●**
2 POWER & COMMUNICATION:
2A _RECEPTACLES / COVERPLATES / DEVICES ●● ●
2B _EMS ●● ● GC TO COORDINATE
2C _CONDUIT TO MPOE ●● ●
2D _ CONDUITS / ACCESSORIES ●● ●
2E _SECURITY AND DATA WIRES, CABLES AND
TELEPHONE
●● ●
2F _LABELING ●● ●
2G _HANGER/SUPPORT ●● ●
3 TELCO EQUIPMENT
3A _SERVER RACK/CABLE TRAYS ●● ●
3B _SMALL CELL ● ● GC TO COORDINATE
3C _BDA EQUIPMENT ● ● GC TO COORDINATE
4 MECHANICAL:
4A _CONNECTION TO WATER HEATER/ INSTA HOT ●● ●
4B _CONNECTION TO HVAC UNIT ●● ●
4C _CONNECTION TO EXHAUST FANS ●● ●
4D _POWER TO CONTROL PANEL ●● ●
27 - COMMUNICATIONS
1 COMMUNICATIONS
1A _AUDIO SYSTEM EQUIPMENT & WIRING ●● ●
1B _LABELING ●● ●
28 - ELECTRONIC SAFETY AND SECURITY
1 FIRE ALARM / SECURITY
1A _FIRE ALARM SYSTEM ● ●
1B _FIRE ALARM PROGRAMMING / TESTING ● ●
1C _FIRE ALARM PANEL AND EQUIPMENT ● ●
1D _SECURITY PANEL AND DEVICES ●● ● GC TO COORDINATE
1E _LABELING ●● ●
NOTES
* GC IS RESPONSIBLE TO PROVIDE AND INSTALL
CONDUITS, CABLE, ETC. SEE SECTION 16, LOW
VOLTAGE AND SECURITY PLANS FOR ADDITIONAL
INFORMATION.
** REFER TO ELECTRICAL AND LOW VOLTAGE DRAWINGS
FOR ADDITIONAL INFORMATION
THIS RESPONSIBILITY MATRIX IS PROVIDED TO GIVE A GENERAL GUIDELINE ON THE RESPONSIBILITY OF THE ITEMS THAT ARE IN THESE
CONSTRUCTION DOCUMENTS.THE GC IS RESPONSIBLE FOR ALL ITEMS UNLESS IT IS SPECIFICALLY LISTED IN THE RESPONSIBILITY MATRIX,
OTHER SCHEDULES OR NOTES IN THESE CONSTRUCTION DOCUMENTS.ALL SCHEDULES AND NOTES SUPERSEDE THIS RESPONSIBILITY MATRIX.
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2024 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
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39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
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FL
DE
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C-1967WY
RA011075GA
AR10400066IN
C 29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN 44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
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WA 10344
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SD 11532
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2023-0069
Proposed
Store Design
for: VERIZON
Metro Pointe
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/24
3/15/24
GENERAL NOTES
G.2.4
MB
KG
6 OF 81
DIVISION 1 - GENERAL
01 00 00 - General Requirements
The Contractor shall provide all labor, materials, appliances and equipment required to
complete all work, etc., as shown on drawings, unless otherwise specified.
The Contractor shall obtain and pay for all necessary permits, licenses, inspections
and other fees, both permanent and temporary, necessary to execute his work.
The Contractor shall verify all conditions before submitting his proposal. No allowance
for extra charges will be permitted because of lack of knowledge of the conditions
except as otherwise specified in the Contract Documents.
The Contractor shall check and verify all lines, levels and dimensions shown on the
drawings and will be held responsible for the correctness and setting out of his work.
Any omissions and/or discrepancies in the drawings noted by the Contractor shall be
brought to the Architect’s attention prior to starting the work.
The Contractor shall guarantee and maintain all workmanship, materials and labor for
a period of one year, or longer, as specified in the drawings and specifications, from
date of completion of the Contract and make good any item proving defective during
that term without any compensation. The Contractor shall submit this guarantee in
writing to the Client on behalf of himself and his Sub-Contractors. The Contractor's
guarantee shall extend to match the guarantee for products, systems and installations
that have been required to have guarantee lengths in excess of one year, as indicated
in the drawings and specifications. The Contractor shall, at the request of the Client,
inspect all work, equipment and systems prior to the expiration of the guarantee
periods and repair all items found to be defective.
The Contractor shall protect the Client from claims made under Workman’s
Compensation and Public Liability Acts which may arise under this Contract, whether
by himself, by any Sub-Contractor or anyone directly or indirectly employed by him.
Certificates of Insurance shall be filed with the Client before starting the job and shall
be subject to the Client’s approval.
No extra work shall be paid for except on the order of the Architect or Client. The
Client will not be liable for any extra work not ordered by him.
Where connection is to be made to existing utilities, the Contractor shall make his own
determination of the location of such utilities.
Each Contractor shall provide and install all miscellaneous steel, hanger supports,
pipe racks, pipe anchors, etc., as necessary to support all equipment installed under
his contract.
Substitutions for products specified herein shall be permitted only with Architect’s or
Client’s approval. Any requests for substitution by the Contractor shall be submitted to
the Architect or Client with the appropriate literature, specifications, etc. The warranty
and performance of a substituted product or material shall equal or exceed the original
specified product. In addition, the Contractor shall warrant that substituted materials
shall perform as specified.
Contractor shall coordinate all aspects of the work with: all Sub-Contractors and
Suppliers engaged to perform work; the existing facilities/conditions; the Owner and
Client; and separate Contractors, if any. Each Sub-Contractor shall verify and review
proposed and/or existing conditions within the extent of his work and shall inform the
Contractor of any work that will be required by others for the completion of his work.
Each Contractor shall perform all excavation required for the installation of his work
and for connections. Each Contractor shall do all necessary backfilling, tamping,
grading and repairing or replacing of sod, sidewalks, blacktop access and streets
which he disturbs.
Shop drawings will be reviewed only when three (3) copies are submitted to the
Architect bearing Contractor's 'approved' stamp. Items that require submission:
Storefront, HVAC units, metal panels, façade materials, steel framing, and other
similar items that need to be fabricated should be submitted for review. Items which
do NOT require submission: Premanufactured items that match our specifications and
similar materials, including studs, gypsum board, door hardware, plumbing fixtures,
accessories, interior finishes, ceiling grid, ceiling tile, etc. If proposing a change of
product or material, it should be submitted for review and approval prior to ordering. In
addition, the Contractor shall note and encircle on shop drawings any variation from
the Construction Documents caused by any reason including standard shop practices.
Review of the shop drawings will be general to determine conformance with the design
concept of the project and shall not relieve the Contractor of responsibility for accuracy
of: shop drawings, as-built and field measurements, quantities; and for proper fittings
or construction of work required by the Contract Documents but not indicated on shop
drawings. Review of shop drawings shall not be construed as approving departures
from contract requirements or as acceptance of responsibility by the Owner, Client and
/ or Architect.
Samples shall be submitted with full documentation in sets of two (2); one (1) set will
be returned. Provide three (3) or more samples in each set where variations in color,
pattern or texture are noticeable; samples should represent the average condition and
the extreme range of variations. Sample submittals are for the review of color, texture,
pattern and “kind”. Contractor shall keep the returned samples at the project site for
quality control purposes.
Contractor shall maintain at the project site one (1) set of prints to record and indicate:
all locations of utilities, systems, pipes, conduits, duct work, cabling, etc.; changes
within the Construction Documents; and any other items which may affect future
construction, renovations or repairs. This information shall be submitted to the Owner
and Client on a set of marked-up sepia transparencies upon completion of the project.
Any additional drawings required for mechanical, electrical or plumbing system design
or for permit submission is the responsibility of the General Contractor to obtain and
pay for.
Contractor shall fully brace and otherwise protect all work in progress until the building
is completed.
All plan dimensions are given from face-of-stud to face-of-stud, face-of-masonry to
face-of-masonry, or centerlines, unless noted otherwise. Written dimensions always
supersede measured or scaled dimensions; never measure drawings! Larger scale
drawings shall take precedence over smaller scale drawings.
Floors, walls, ceilings, partitions, beams, studs and any other parts of the building or
premises which are cut, notched or altered in the installation of equipment or systems
shall be left in a safe structural condition. These installations shall not cause a
decrease in the structural performance of any part or assembly to fall below that which
shall be the minimum required by these specifications and the building codes.
All equipment and furniture supplied by the Client (or others not covered elsewhere in
these drawings) shall comply with all applicable requirements for accessibility and
flame and smoke class requirements.
If required upon completion of the project, Contractor shall obtain a Certificate of
Occupancy from the Building Department.
Prior to start of work, Contractor and Client shall have a pre-construction meeting to
determine the exact sequencing and phasing of construction. Work shown on
drawings shall be phased such that each specific area shall be protected, demolished
and completed.
Daily activities must be respected by the Contractor with the least amount of
disturbance to the Client and building occupants.
Due to the nature of the construction, it is essential that the Contractor or Client bring
to the immediate attention of the Architect any variations, discrepancies or conditions
that may affect the design, assembly and smooth construction of this project. Since the
Architect cannot detail every aspect of this project, some conditions and details might
need to be confirmed during construction by the Contractor. The Architect will not be
held responsible for pre-existing conditions which could not have been known prior to
construction. Adjustments such as, redesign, engineering and details may need to be
done at the Client’s expense, as determined by the Architect.
01 70 00 - Execution and Close-Out Requirements
The Contractor shall notify the Architect/ Engineer and Client's representative to
perform a preliminary final inspection. A punch list outlining work to be corrected,
finished, performed or completed shall be submitted by the Contractor. All work
outlined on the initial punch list shall be completed by the Contractor prior to the final
inspection and before the project will be accepted. After all requirements preparatory
to the final inspection have been completed, the Contractor shall notify the Architect/
Engineer to perform a final inspection. If all of the work has been completed including
punch-list items from earlier inspections and no further corrections are required, then
the Architect/ Engineer shall recommend final acceptance of the project.
Continued on Sheet G.2.5
Contractor shall be responsible for the start-up of all equipment furnished, installed or
serviced under this contract. Contractor shall verify that all equipment, electrical
systems and appliances are functional and operational and that all plumbing and
HVAC equipment is operating quietly and free from vibration.
Final Cleaning: At the time of project close-out, the Contractor shall thoroughly clean
and ready the Client's space for occupancy. This shall, at minimum, include all fixtures,
equipment, walls, floors, ceilings, hardware, light fixtures, replacement of burned out
lamps, removal of non-permanent protection and labels, touch-up of any minor finish
damage, and cleaning or replacement of mechanical system filters. Damage to any
finish, surface equipment or object caused during cleaning shall be repaired or
replaced by the Contractor at his own cost.
Contractor shall provide a binder for Client containing maintenance manuals including
operating instructions, spare parts, warranties, inspection procedures, diagrams,
safety, security and similar appropriate data for each system or equipment item.
At final payment the Contractor shall deliver to Client a complete release of all
Sub-Contractors and suppliers liens arising out of this contract, or receipts in full
covering all labor and materials for which a lien could be filed, or a bond satisfactory
to the Client indemnifying him against any lien.
DIVISION 2 - EXISTING CONDITIONS
02 40 00 - Demolition and Structure Moving
During all phases of demolition and construction, the General Contractor shall
maintain integrity of the structure to be demolished and adjacent areas to remain with
interior or exterior shoring, bracing, or support to prevent movement, settlement or
collapse of structure. Existing structure to remain shall be safed-off and protected from
the elements at all times.
Area of work shall be kept clean at all times.
Where the existing work is to be cut, underpinned and/or shored, Contractor shall
provide all shoring, needling, bracing, wedging, and dry packing, and be responsible
for the safety of the structure during these operations.
The Contractor shall repair and patch any areas that are altered or damaged during
the process of the alteration.
Any materials deemed as hazardous, such as but not limited to, asbestos or lead
paints, shall be removed, encapsulated or left in its present condition as required by
Federal, State and local codes. Contractor shall utilize the appropriate techniques,
procedures and disposal methods as per standard practice, Federal, State and local
codes.
Contractor shall remove all existing electrical equipment, fixtures, conduit and wire,
mechanical equipment, duct work, plumbing fixtures, piping systems, security and
audio equipment, conduit, low voltage and data wire, etc., not being reused to its
source. DO NOT JUST ABANDON.
Contractor shall notify Architect immediately of any undocumented structural columns
or conditions, pipes, etc., which are uncovered upon removal of existing walls in the
Client space, so drawings can be revised as may be required to accommodate the
uncovered, as-built conditions.
The Contractor is cautioned to make continued observations of the existing structure
during the performance of his work. Should he become aware of any situation that
requires further investigation or study, (such as abnormal deflection) he shall notify the
Architect immediately.
All demolition shall be in accordance with Building Code requirements and all local
ordinances.
DIVISION 3 - CONCRETE
03 00 00 - Concrete
All concrete construction methods, materials and workmanship to comply with the
following codes, specifications and standards, except where more stringent
requirements are shown or specified:
ACI-301: Specifications for Structural Concrete for Buildings.
ACI-304: Recommended Practice for Measuring,
Mixing, Transporting, and Placing Concrete.
ACI-318: Building Code Requirements for Reinforced Concrete.
ACI-347: Recommended Practice for Concrete Formwork.
Concrete Reinforcing Steel Institute “Manual of
Standard Practice.”
All concrete methods, materials and workmanship shall be in accordance with ACI
318, Latest Edition.
All concrete to be stone concrete developing a minimum 28 day compressive strength
of 4000 psi.
Use air entraining admixture in all concrete. Add air entraining admixture at
manufacturer’s prescribed rate to result in concrete at point of placement having air
content of 5% to 7%. The air entraining admixture shall conform to ASTM C260.
All concrete shall have a minimum cement content of 611 pounds per cubic yard,
maximum slump of 4'’ and shall contain a water-reducing admixture conforming to
ASTM C494 (Eucon WR-75 or equal). Water reducing admixture shall not contain any
chlorine ions added during manufacture.
Consolidate placed concrete by mechanical vibrating equipment supplemented by
hand spading, rodding or tamping.
Exposed edges of concrete to have a 3/4" chamfer.
No concrete placements are to be made until all embedded items pertaining to the
electrical, mechanical and other trades have been set in forms. This Contractor shall
coordinate with other trades to obtain necessary data and information.
For temperatures below 40 degrees F., concrete work shall be protected by wind
breaks, accelerating admixtures, curing compounds and blanket covers, in order to
maintain concrete in-place temperatures of at least 50 degrees F. for five (5) days.
All floor slabs shall conform to the ACI 117 “Standard Tolerances for Concrete
Construction and Materials”.
- Ff is commonly referred to as the "flatness F-number"= 4.57 -- Maximum difference in
elevation, in decimals of inches, between successive 12 inch elevation differences.
- Ff shall not be less than 30.
- FL is commonly referred to as the "levelness F-number" = 12.5 --- Maximum
difference in elevation, in decimals of inches, between two points separated by 10 feet.
- FL shall not be less than 25.
All floors shall be measured in accordance with ASTM E-1155.
Prior to placing concrete, the Contractor shall submit his proposed curing methods to
the Architect for approval. Curing methods shall be compatible with finishes to be
applied.
All slabs on grade shall bear on a 6 mil vapor barrier on 4" of clean 3/4" crushed
stone.
03 20 00 – Concrete Reinforcing
All main reinforcing steel shall be intermediate grade, new billet steel, deformed bars
conforming to ASTM A615, Grade 60. All bars shall be securely wired in place so that
reinforcing will not be displaced by formwork construction or concrete placement
operations.
All bars shall be securely tied in place to prevent dislocation. Tie all reinforcing at all
intersections.
Clean reinforcement of loose rust and mill scale, earth and other materials which
reduce or destroy bond with concrete.
Continuous reinforcing to lap min. 50 bar diameters of the type specified and be
hooked at non-continuous ends.
Concrete cover for reinforcing bars shall be 3'’ for footings, 2'’ for masonry walls and 2"
for slabs on grade, unless noted otherwise.
All welded wire mesh (WWM) shall conform to ASTM A185 (70,000 psi yield point).
Slabs on grade shall have 6 x 6 - W2.9x W2.9 welded wire mesh placed 2 1/2" below
top of slab for 6” thick slab and 1 ½” thick for 5” slab.
03 30 00 - Cast-in-Place Concrete
Foundation
Soil bearing design capacity shall be 4000 psf and shall be verified in field. Any area
that has fill of a lesser bearing capacity must be removed and replaced per
engineering report and at a minimum of 3000 psf.
Site work shall be done in accordance with site engineering.
Concrete footings and slabs shall be of 4000 psi concrete at 28 days.
Concrete footings shall bear on virgin soil or compacted fill at a minimum of 3'-0"
below grade and shall be reinforced as noted on drawings and details. All footings
shall project a minimum of 6" beyond each side of the foundation wall, unless noted
otherwise. See Wall Sections, Details, and Foundation Plan for actual sizes.
All footing subgrades shall be free of loose soil, debris, rock chips, ice, mud, water,
and frozen ground.
No footings shall be placed above a 1 vertical on 2 horizontal slope extended from the
closest edge of any undisturbed soil.
All column footings shall be centered under column centerlines, unless noted
otherwise on Plans or Sections.
All fill and backfill in the building and within 5'-0" of the building shall be well-graded
granular material containing a maximum of 15% of the material passing the U.S.
standard #200 sieve and having a maximum particle size of 6". Compact fill and
backfill shall be in 12" layers by weight (loose) with a heavy vibratory compactor to at
least 95% of the maximum modified density as per ASTM D-11557.
Backfilling against foundation walls is not permissible unless walls are securely
braced.
Underpinning Notes and Procedures:
Any existing footings requiring underpinning shall follow the following steps. Maximum
length of underpin sections of footings shall not exceed 48” long.
A.Dig pit under existing.
B.Pour section of new concrete underpinning.
C.Allow 72 hours after pouring concrete before Dry-Packing space between bottom of
existing footing and top of new concrete.
Steps 'A' thru 'C' must be completed and allowed to cure for at least 72 hours after
setting of dry packing. Then repeat steps 'A' thru 'C'.
All concrete to be stone concrete developing a minimum 28 day compressive strength
of 3000 psi.
Pit excavations shall be adequately sheeted at sides and rear to prevent slides and
cave-ins. Sides and front of each section shall be formed.
Excavations shall extend down to undisturbed virgin soil.
All dry-packing shall be non-shrink grout, compressive strength 4500 psi at three days
("Embeco" or equal).
03 40 00 - Precast Concrete
Precast Lintels
Precast concrete lintels (beams) should be solid in cross-section, reinforced, and
made from hydraulic cement, water, and mineral aggregates with or without the
inclusion of other materials. These lintels are suitable for both loadbearing and
nonloadbearing applications.
All precast lintels shall be manufactured by the Castex Corporation, 1189 Grove
Street, Irvington, NJ 07111, (973) 399-0400, or approved equal.
DIVISION 4 - MASONRY
04 00 00 - Masonry
All walls shall be laid in running bond, full bed type 'M' mortar below grade and type 'S'
mortar above grade.
Provide heavy-duty truss type horizontal joint reinforcing @ 8'' o.c. below grade and
16" o.c. above grade, Dur-o-wal or equal in all masonry walls, unless noted otherwise
on Drawings.
All hollow concrete masonry units shall be grade N, type 1, normal weight and shall
have a compressive strength of masonry of 2500 psi at 28 days.
Reinforcement shall also be installed in the first and second bed joints 8" apart
immediately above lintels and below sills at masonry openings. Reinforcements in
second bed joint above or below openings shall extend 2'-0" beyond each jamb. All
reinforcing shall be continuous (typical). Do not run reinforcement through vertical
control joints. Reinforcement shall be placed in a manner to assume 5/8" minimum
mortar cover at exterior face of walls and 1/2" minimum mortar cover at interior faces.
All anchor bolts at CMU foundation walls shall be 1/2" diameter x 18" long plus 2"
hook. Bolts must be located no more than 12" from each corner and shall have two
per wall section at 6'-0" o.c. maximum.
Masonry walls shall be securely braced and supported during erection. All hollow
bearing block walls shall be two core units. Masonry foundation walls below grade
shall be filled solid with 3000 psi pea gravel concrete. Reinforce masonry walls full
height at all door and window jambs and intersections.
First three courses below all lintel bearing points and areas below beam seats, bearing
plates and column base plates shall be filled solid with 3000 psi pea gravel concrete,
unless noted otherwise on Plans and Details.
Waterproofing of foundation walls shall consist of the following: a brush coat of
bituminous material over 1/2'' thick coat of Portland Cement Plaster below grade.
Control joints shall be installed where indicated on Drawings. Use #VS-1118 PVC
Control Joint at brick/block walls and #VS-678 PVC Control Joint at block walls, by
Hohmann & Barnard, Inc.; 30 Rasons Court, P.O. Box 270, Hauppauge, NY
11788-4206, (631) 234-0600, or approved equal.
Wall anchors shall be installed where indicated on Drawings. Use #360 Gripstay
Channel and #365 Bent Gripstay Channel Slot Anchors by Hohmann & Barnard, Inc.;
30 Rasons Court, P.O. Box 270, Hauppauge, NY 11788-4206, (631) 234-0600, or
approved equal.
DIVISION 5 - METALS
05 40 00 - Cold-Formed Metal Framing
Physical properties and allowable load capabilities of members shall be developed in
accordance with AISI "Specifications for the Design of Cold-Formed Steel Structural
Members", Latest Edition.
Walls shall be constructed of metal studs, as noted on drawings, at 16" o.c., 20 gauge
minimum. Supplementary framing, runners, furring, blocking and bracing shall be
installed as required at openings and when other work cannot be adequately
supported on gypsum board alone.
Metal studs and joists shall be manufactured by Marino\Ware Industries Corp., 400
Metuchen Road, South Plainfield, NJ 07080, (800) 627-4661, or approved equal.
See plans for sizes and locations.
Metal studs must be listed by an approved testing and listing agency (ICBO ES) and
must be installed per the listing and manufacturer's installation instructions, as per
code.
Provide 3 5/8" metal stud diagonal bracing on all walls as required by Code.
All full height partitions shall be wedged lightly to ceiling structure above. All other
walls shall be constructed up to 6" above ceiling grid, unless otherwise noted. Any
additional bracing shall be provided by the Framing Contractor.
Contractor shall coordinate all required blocking for furniture, shelving and cabinets,
etc., with the appropriate vendor. Provide two (2) rows minimum 8" high, 20 gauge
metal strapping on studs at all cabinet walls and where noted on plans.
Noncombustible fire stops shall be installed at openings around vents, cabling, pipes
and ducts at ceiling and floor levels.
All studs and / or joists and accessories shall be galvanized with a minimum G-60
coating and of the type, size, steel thickness and spacing shown on the plans. Studs,
runners (track), bracing and bridging shall be manufactured per ASTM Specification
C-955. All galvanized studs, joists and accessories, 14 ga. or heavier, shall be formed
from steel that conforms to the requirements of ASTM A-446 with a yield strength of 50
ksi as set forth in Section A3.1 of the AISI "Specification for the Design of Cold-Formed
Steel Structural Members", Latest Edition.
Connections shall be accomplished with self-drilling screws or welding so that the
connection meets or exceeds the design loads required at that connection.
Studs shall be installed seated squarely (within 1/16") against the web portion of the
top and bottom tracks. Tracks shall rest on a continuous, uniform bearing surface.
Cutting of steel framing members may be accomplished with a saw or shear. Torch
cutting of load bearing members is not permitted. Burning of holes or cuts in any
structural members in the field are not permitted unless specifically approved by the
Architect.
Temporary bracing shall be provided and left in place until work is permanently
stabilized.
Vertical alignment (plumbness) of studs shall be within 1/960th (1/8" in 10'-0") of the
span. Horizontal alignment (levelness) of walls shall be within 1/960th (1/8" in 10'-0")
of their respective lengths.
Spacing of studs shall not be more than +/- 1/8" from the designed spacing provided
that the cumulative error does not exceed the requirements of the finishing materials.
Concealed spaces within partitions, walls, floors, stairs, furring, pipe spaces, column
enclosures, etc., shall be fire stopped with non-combustible material.
All square corner beads shall be Everlast Corner Beads by Phillips Manufacturing
Company, 800-822-5055, or approved equal.
DIVISION 6 - WOODS, PLASTICS, COMPOSITES
06 20 00 - Finish Carpentry
Cabinets and Built-ins:
Shop drawings for cabinetry and built-ins shall be submitted to the Architect for review
prior to fabrication. Contractor shall verify all field conditions prior to fabrication. All
cabinetry shall be installed level and plumb with no distortion; doors and drawers shall
fit openings and be properly aligned; all shims shall be concealed.
Cabinet Manufacturer and General Contractor shall be responsible for the fabrication,
installation and coordination of all appliances, cabinets, electrical, plumbing and
mechanical systems at areas with cabinetry.
Fabricator shall determine if, and where fire retardant materials are required by local,
city or state codes.
All cabinets shall have rubber bumpers at the top and bottom of all cabinet doors and
sides of all drawers. Bumpers shall be mounted to doors or drawers.
All plastic laminate finishes shall be constructed according to "Architectural Woodwork
Quality Standards" by AWI, Premium grade.
All plastic laminate countertops shall have flat edges.
DIVISION 7 - THERMAL AND MOISTURE PROTECTION
07 20 00 - Thermal Protection
Thermal barrier shall be in accordance with Building Code requirements for thermal
protection and local regulations.
Installation of insulations shall be in accordance with manufacturer's instructions,
NAIMA "Recommendations for Installation in Residential and Other Light-Frame
Construction - Fiber Glass Building Insulation" and manufacturer's instructions.
Surface application: Apply insulation directly to surface with appropriate spindle or
prong-type anchors or follow adhesive manufacturer's recommendations for surface
preparation and adhesive pattern.
Between Furring Strips, Hat-Channels, and Z-Shaped Furring: Install insulation
between furring members; use fastening system recommended by furring strip
manufacturer.
Between Metal Studs, Rafters, and Joists: Friction fit insulation between framing
members after cover material has been installed on one side of the cavity.
Between Open Web Bar Joists: Secure with 16 or 18 gauge wire running diagonally or
perpendicular to insulation, spaced at 18 to 24 inches.
Provide full sound insulation batts in all new walls, full height. Support where
necessary to prevent movement or dislocation.
In areas of extreme temperature changes, ceiling tiles shall receive fiberglass
insulation blankets in plenum space (6” min. thick blankets shall be used).
07 80 00 - Fire and Smoke Protection
Rated Assemblies, Separations & Fire Stopping:
Fire-rated drywall assemblies shall be constructed according to the diagrams on
drawings and shall be 1, 2 or 3 hours as noted on Drawings. All rated walls shall
extend from floor to underside of structure above.
Concealed spaces within partitions, walls, floors, stairs, furring, pipe spaces, column
enclosures, etc., shall be fire stopped with non-combustible material.
Penetrations made in rated wall assemblies shall not alter the performance of
assembly and must meet the appropriate ASTM penetration requirements.
General Contractor shall patch and repair existing construction to maintain integrity of
any fire protective materials, coverings, assemblies or enclosures where disturbed by
new work as called for in the drawings.
Where the fire protective covering of a structural member is subject to damage from
moving vehicles, the handling of merchandise, or other activity, it shall be protected
from damage.
Any new Client demising or interior partitions shall be rated as required by code. Any
penetration through an existing demising or other rated assembly wall must retain the
fire rated assembly, if one exists.
All new work shall match or equal the ratings, if any, of the surrounding work, as
appropriate. The Contractor shall contact the Tenant and Architect if any areas are
uncovered or discovered that may require additional analysis or clarification.
DIVISION 8 - OPENINGS
08 10 00 - Doors and Frames
All doors shall be installed in 16 gauge hollow metal frames, unless otherwise noted.
Frames shall be fully welded frames and shall be shop primed, unless otherwise
noted.
Door frames shall have rubber silencers, which are to be installed after final painting.
Exit doors shall be readily operable at all times from the side which egress is to be
made. All exits shall be readily accessible and unobstructed at all times.
Interior doors shall be flush solid core wood doors. Doors shall conform to NWMA 1.S
1-80 and AWI Type SLC-5, and shall be "stave lumber".
All doors 7’-0” high or smaller shall have 3 hinges (1 ½ pair) 4” x 4” with square edges.
All doors 8’-0” or higher shall have 4 hinges (2 pair) 4” x 4” with square edges. Finish
shall be Satin Chrome Plated.
Weatherstripping and sill protection shall be installed at all doors where "special seals"
are noted on Door Schedule. Contractor shall install all seals and sill protection so as
not to interfere with the operation of the door or closer mechanism. A sealing system
that includes sill protection, is designed for use in rooms equipped with halon and has
an approved fire rating equal to the rating of the door shall be installed.
Contractor and Manufacturer shall determine appropriate frame size and glass
thickness for new windows in Tenant's space. Glass shall be installed and leveled on
appropriate type shims. All screws shall be set level and flush with frame.
08 40 00 - Entrances, Storefronts, and Curtain Walls
At exterior locations (with 1” insulated glass) – Main entry doors shall be Kawneer
Insulclad 560 series with 5 9/16” vertical stiles and top rail, 10” bottom rail, 1” clear
insulated tempered glass, concealed rod exit device, continuous gear hinge with
power transfer hinge, 105 degree hold open concealed overhead closer, CO-12 pull
and lock cylinder keyed on exterior side, as manufactured by Kawneer Company, Inc.,
(877) 505-3771, or approved equal. Storefront head/transom frame shall be
451-VG-022. Color of frames and hardware shall be dark bronze to match existing.
See Door Schedule for additional information.
08 50 00 – Windows
Exterior storefront or window frames shall be Trifab VG 451T front glass application
framing members with SSG\Weathereal option. Glass shall be 1” thick insulated clear,
tempered or safety glazing. Frame finish shall be dark brown to match existing
storefront. Framing shall be manufactured by Kawneer Company, Inc., (877)
505-3771, or approved equal. See Drawings for information on operating units, sizes
and heights.
08 70 00 – Hardware
Door hardware, locksets and metal frames shall be installed by Contractor as per Door
Schedule or Specifications. Hardware and lockset finishes shall be silver, brushed
chrome or aluminum unless noted otherwise.
Installation of door hardware shall comply with the Building Code requirements and
Accessibility requirements for door hardware, and as per manufacturer’s installation
instruction.
Door handles, pulls, latches, locks and other operating devices shall be installed 34
inches minimum and 44 inches maximum above the finished floor.
Exit Devices for Means of Egress Doors: Comply with NFPA 101. Exit devices shall not
require more than 15 lbf to release the latch. Locks shall not require use of a key, tool,
or special knowledge for operation.
Panic Exit Devices: Listed and labeled by a testing and inspecting agency acceptable
to authorities having jurisdiction, for panic protection, based on testing according to UL
305.
Fire Exit Devices: Devices complying with NFPA 80 that are listed and labeled by a
testing and inspecting agency acceptable to authorities having jurisdiction, for fire and
panic protection, based on testing according to UL 305 and NFPA 252.
Door Closers for Means of Egress Doors: Comply with NFPA 101. Door closers shall
not require more than 30 lbf to set door in motion and not more than 15 lbf to open
door to minimum required width.
Surface Closers: Provide type of arm required for closer to be located on non-public
side of door, unless otherwise indicated.
All new doors shall be installed with lever handles.
Provide floor stops for doors unless wall or other type stops are scheduled or
indicated. Do not mount floor stops where they will impede traffic. Where floor or wall
stops are not appropriate, provide overhead holders.
Door frames shall have rubber silencers, which are to be installed after final painting.
Color shall be as noted on drawings.
Provide continuous weather-strip gasket on exterior doors and provide smoke, light, or
sound gasket on interior doors where indicated or scheduled. Provide noncorrosive
fasteners for exterior applications and elsewhere as indicated.
08 80 00 – Glazing
Glazing at the front door and in windows within 24'' of doors and in fixed panels larger
than 9 sf with the lowest edge less then 18'' AFF shall be tempered and must pass test
requirements of CPSC - 16 CFR, PART 1201.
All storefront glazing shall be tempered.
All glazing is tempered or safety, clear glass, unless otherwise noted,
All glass which is tempered shall bear the word "tempered" in the corner of the glass
and be visible after installation.
DIVISION 9 - FINISHES
09 20 00 - Plaster and Gypsum Board
Drywall:
Drywall construction shall be as per Building Code requirements for Gypsum Board
Construction.
Interior walls shall be finished with 5/8" gypsum board, unless noted otherwise on
drawings and specifications.
Interior fire rated walls shall be finished with 5/8" Type 'x' gypsum board full height to
bottom of structure above.
All gypsum board shall be securely fastened using drywall screws.
Contractor shall coordinate all work with Plumbing, Electrical and Mechanical system
Contractor(s) in order to locate equipment, ducts and registers, light housings, waste
lines, etc.
Non-combustible fire stops shall be installed at openings around vents, cabling, pipes
and ducts at ceiling and floor levels.
Draftstopping and fire blocking materials shall comply with the Building Code.
All walls shall have a LEVEL 5 finish.
09 30 13 – Ceramic Tiling
Comply with applicable parts of ANSI A108 series of tile installation standards included
under “American National Standard Institutes Specifications for the Installation of
Ceramic Tile”.
Ceramic tile flooring shall be as specified in the Finish Schedule. Contractor shall
provide allowances for flooring material not specified on the drawings. Installation of
ceramic tile flooring shall be performed in strict accordance with the flooring
manufacturer's instructions.
Concrete slab surfaces shall be cleaned and made smooth with leveling compound
and substrate primer prior to the installation.
Tile installer must examine substrate and environmental conditions under which
ceramic tile is to be installed.
Maintain environmental conditions and protect work during and after installation to
comply with referenced standards and manufacturer’s printed recommendations.
Comply with TCA installation methods and the following:
1.Extend tile work into recesses and under or behind equipment and fixtures to form a
complete covering without interruptions, obstructions, edges and corners without
disrupting pattern or joint alignments.
2.Accurately form intersections and returns. Perform cutting and drilling of tile without
marring visible surfaces. Carefully grind cut edges of tile abutting trim, finish or built-in
items for straight aligned joints. Fit tile closely to electrical outlets, piping, fixtures and
other penetrations so that plates, collars, or covers overlap tile.
3.Jointing Patterns: Unless otherwise shown, lay tile in grid pattern. Align joints when
adjoining tiles on floor, base, walls and trim. Lay out tile work and center tile fields in
both directions in each space or on each wall area. Adjust to minimize tile cutting.
Provide uniform joint widths, unless otherwise shown.
4.Expansion Joints: Locate expansion joints and other sealant filled joints, including
control, contraction isolation joints, where indicated, or if not indicated, at spacings and
locations recommended in TCA “Handbook for Ceramic Tile Installation”, and
approved by SDR. Prepare joints and apply sealants to comply with requirements of
referenced standards and sealant manufacturer.
5.Grout tile to comply with referenced installation standards, using grout materials
indicated.
Upon completion of placement and grouting, clean all ceramic tile surfaces so they are
free of foreign matter. Leave finished installation clean and free of cracked, chipped,
broken, unbonded or otherwise defective tile work.
When recommended by tile manufacturer, apply a coat of neutral protective cleaner to
completed tile walls and floors.
Contractor shall submit product data, including manufacturer's product sheet, and
flooring tile sample to architect for review and approval prior to installation.
09 50 00 – Ceilings
General Suspended Ceiling notes:
Suspended ceiling systems shall be per Building Code requirements for Suspended
Ceiling.
New suspended acoustic tile ceiling grids and heights shall be as noted on Reflected
Ceiling Plan.
New ceiling types and styles shall be as noted on the Finish Schedule and Interior
Finishes.
Suspended ceiling and framing systems shall be designed to resist a lateral force of
20% of the weight of the ceiling assembly and any loads tributary to the system. For
the purposes of determining the lateral force and where partitions are not connected to
the ceiling system:
Seismic Design Categories for minimal weight design:
•Categories D, E & F: 16 lbs/LF.
The following bracing method may be employed:
A.Lateral support may be provided by four wires of minimum No. 12 gauge splayed in
four directions 90 degrees apart, and connected to the main runner within 2" of the
cross runner and to the structure above at an angle not exceeding 45 degrees from
the plane of the ceiling. Lateral support points shall be placed 12 feet o.c. in each
direction with the first point within 6 feet from each wall.
B.Allowance shall be made for lateral movement of the system. Main runners and
cross runners may be attached at two adjacent walls with clearance between the wall
and the runners maintained at the other two walls.
C.Discontinuous ends of cross runners shall be vertically supported within 8" of such
discontinuities as may occur where the ceiling is disrupted by a wall.
D.Lighting fixtures and air diffusers shall be supported directly by wires to the structure
above.
Exception:
1. Recessed lighting fixtures not over 56 pounds in weight, and suspended and
pendant hung fixtures not over 20 pounds in weight, may be supported and attached
directly to the ceiling system runners by a positive attachment, such as screws or
bolts. Two (2) #12 slack wires are required for support at recessed light fixtures. Air
diffusers which weigh not more than 20 pounds, and which receive no tributary loading
from ductwork may be positively attached to and supported by the ceiling runners.
Do not bend suspended ceiling hanging wire at point of attachment or at obstructing
material or equipment, except at lightweight items not exceeding 3/4" diameter.
Seismic Requirements:
Category “D”, “E”, & “F”: Seismic suspended ceiling shall be Armstrong Seismic RX
Suspended System for Category “D”, “E”, & “F” with BERC-2 Clip. Refer to “Seismic
Ceiling Notes” on Reflected Ceiling Plan for seismic ceiling requirements. Installation
of seismic ceiling shall follow the manufacturer’s instructions, ICC ESR-1308 and
CISCA recommendations for areas subject to light to severe seismic activity.
09 60 00 – Flooring
The sales floor vinyl flooring preparation shall meet the following requirements.
1.Prep the subfloor to smooth concrete surfaces, removing rough areas, projections,
ridges, and bumps, and filling low spots, control or construction joints, and other
defects with a Portland cement compound.
2.Remove all foreign substances (i.e. paint, varnish, oils, release agents, sealers,
waxes, residual adhesives, etc.) from subfloor.
3.Vacuum or broom-clean surfaces to be covered immediately before the application
of the flooring to ensure the subfloor is free from dust, dirt, grease, etc.
4.Perform subfloor moisture testing to ensure relative humidity within Manufacturer’s
recommended levels.
5.Use transition strips between vinyl to vinyl transitions. If not an option, set an
allowable tolerance that the Design Team will accept.
6.Product has to acclimate to environment prior to installation and should not be
subjected to extreme temperature change variations (recommended 65-85 degrees F
for 48 hours prior to, during, and 48 hours after installation.
7.Glue down installations should be given sufficient time to dry, anywhere from 24-72
hours, but not less than 24 hours.
09 65 13 - Resilient Wall Base
Rubber Wall Base:
Rubber wall bases shall be as specified in the Finish Schedule. Contractor shall
provide allowances for flooring material not specified on the drawings.
Store rubber wall base products and installation materials in dry spaces protected from
the weather, with ambient temperatures maintained within range recommended by
manufacturer.
Prepare substrates according to manufacturer’s written instructions to ensure
adhesion of rubber wall base. Fill cracks, holes, and depressions in substrates with
trowelable leveling and patching compound and remove bumps and ridges to produce
a uniform and smooth substrate.
Installation of rubber wall bases shall comply with manufacturer’s written instructions
for installing resilient base.
Apply rubber bases to walls, columns, pilasters, casework and cabinets in toe spaces,
and other permanent fixtures in rooms and areas where base is required.
Install rubber wall bases in lengths as long as practical without gaps at seams and with
tops of adjacent pieces aligned.
Tightly adhere rubber wall bases to substrate throughout length of each piece, with
base in continuous contact with horizontal and vertical substrates.
Contractor shall submit product data, including manufacturer's product sheet, and
flooring tile sample to architect for review and approval prior to installation.
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
129'-9 5/16"174'-7 3/16"
86
'
-
8
1
5
/
1
6
"
11 5/8"
23'-0"
22
'
-
9
1
3
/
1
6
"
23'-0"
MIN 48"
1 SITE PLAN
SCALE: 1/16" = 1'-0"
N.89°49'-33"W
174.03'
91'°17'-55"
L = 39.84'
R = 25.00'
N.87°15'-33"E
129.52'
N0
1
'
°
0
7
'
-
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1
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W
15
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.
0
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N88'°52'-29"E
310.01'
9 SPACES
9 SPACES9 SPACES9 SPACES
ADA
(VAN)
10 SPACES
VERIZON
MODIFIED
PLANTER
ADA
4 SPACES9 SPACES
EXISTING PARKING TO
REMAIN, SHOWN FOR
REFERENCE ONLY, TYP.
EXISTING ACCESSIBLE PARKING
SIGNAGE. SEE DETAIL 2/G.2.1
EXISTING ACCESSIBLE VAN PARKING
SIGNAGE. SEE DETAIL 3/G.2.1
EXISTING ACCESSIBLE CURB RAMP.
SEE DETAIL 6/G.2.1
EXISTING TRUNCATED DOMES. SEE
DETAIL 7/G.2.1
EXISTING ACCESSIBLE ROUTE FROM
PUBLIC SIDEWALK TO THE BUILDING
PRIMARY ACCESSIBLE ENTRANCE.
(MAX 5% SLOPE, MEASURED IN THE
DIRECTION OF TRAVEL, 2% MAXIMUM
CROSS-SLOPE, AND 48" MINIMUM
WIDE)
NEW MAIN ACCESSIBLE BUILDING
ENTRANCE FOR VERIZON
EXISTING TRUNCATED DOMES. SEE
DETAIL 7/G.2.1
ADA
(VAN)
REFER TO SITE ACCESSIBILITY
DETAILS AND NOTES ON SHEET G.2.1
G.2.1
1
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2024 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
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FL
DE
CT
AZ
AL
C-1967WY
RA011075GA
AR10400066IN
C 29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
NV 5521
WA 10344
13167AK
SD 11532
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2023-0069
Proposed
Store Design
for: VERIZON
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/24
3/15/24
4/5/24
GENERAL NOTES
G.2.5
MB
KG
7 OF 81
DIVISION 9 - FINISHES
09 68 00 – Carpeting
Carpeting materials and finishes shall be as specified in the Finish Schedule.
Contractor shall provide allowances for flooring material not specified on the drawings.
All preparatory work shall be performed in strict accordance with the flooring
manufacturer's instructions. Prepare all new and existing substrates and install all
carpet and accessories as per manufacturer’s directions.
Concrete slab surfaces shall be cleaned and made smooth with leveling compound
and substrate primer prior to the installation.
Carpet Tile shall be installed wall to wall except where indicated on the plans. Carpet
Tile edges shall be installed tightly together to form seams without gaps, fit neatly to
walls, columns, registers, adjacent flooring, abutting surfaces, etc. Installation shall be
made to job site conditions and dimensions. Remove adhesive promptly from the face
of the carpet.
Where carpet meets dissimilar floor surface, proper edge molding shall be used.
Install carpet edge moldings where edge of carpet is exposed and at transitions to
other floor covering. Edge moldings shall be securely anchored to substrate.
Transition moldings shall be used between carpets and other flooring as shown on the
drawings.
It is the Contractor's responsibility to feather in flashing a minimum of 24" all around
high point to keep a smooth and flush transition.
Contractor shall provide flooring tile sample for architect’s review and approval prior to
installation.
09 72 00 – Wall Coverings
Wall coverings shall be as specified in the Finish Schedule. Installation of wall
coverings shall comply with manufacturer's written instructions for surface preparation.
Prepare substrates to achieve a smooth, dry, clean surface free of flaking, unsound
coatings, cracks, and defects.
Prime or treat areas susceptible to pigment bleeding, and prime new gypsum board
with primer recommended by wall covering manufacturer.
Remove switchplates, wall plates, and surface-mounted fixtures in areas where
wallcovering is to be applied. Upon completion of wallcovering installation in each
space or area, reinstall items removed using workmen skilled in the trades involved.
Do not install wallcovering until a lighting level of not less than 15 foot‐candles (160
lux) is provided on the surfaces to receive wall covering.
Continued from Sheet G.2.4 Provide continuous ventilation during installation and for not less than six days for full
drying or curing.
Verify that colors and patterns of wall coverings are those specified before beginning
installation. Match pattern 72 inches (1830 mm) above finish floor.
Install seams vertical and plumb at least 6 inches (150 mm) from outside corners and
3 inches (75 mm) from inside corners. No horizontal seams.
Trim edges for color uniformity, pattern match, and tight closure at seams and edges.
Overlap and double‐cut seams.
Remove excess adhesive at finished seams, perimeter edges, and adjacent surfaces.
Use cleaning methods recommended by wall covering manufacturer.
Contractor shall provide wall covering sample for architect’s review and approval prior
to installation.
09 90 00 - Painting and Coating
Finishes & Painting:
Application of controlled interior finishes shall be in accordance with Building Code
requirements for Interior Finishes.
Classes of materials based upon their flame spread characteristics shall be as set
forth in NFPA 13 current edition (2010).
The maximum flame spread classification of finish materials used on interior walls and
ceilings shall not exceed that set forth in NFPA 13.
The smoke density of materials shall be no greater than 450 when tested in
accordance with NFPA 13 in the way intended for use.
Decorative materials shall be maintained in a flame-retardant condition.
All interior finishes shall be as per Finish Schedule and Interior Finishes.
Paint and finishes shall be applied in accordance with the manufacturer's instructions.
Contractor shall use applicators and techniques best suited for the materials and
surfaces to which they are being applied.
Surfaces shall be prepared and cleaned in strict accordance with paint manufacturer's
instructions. In addition, walls shall be spackled and sanded smooth prior to painting.
Additional coats of paint shall be applied when undercoats, stains or other conditions
show through final paint coat.
Drywall shall receive one coat of drywall primer-sealer prior to finish paint application.
All wood required to be job-painted shall be primed and sealed.
Work of other trades shall be protected. Any damage caused by painting shall be
corrected by cleaning, repairing or replacing, and refinishing, as directed by the
Architect.
At end of job and completion of punch list, all paint and finish materials shall be
removed from job site unless requested by facilities prior to project completion
DIVISION 10 - SPECIALTIES
10 14 00 - Signage:
Contractor shall coordinate and provide the required electrical connections and
supports/blocking for signage. Signage Contractor shall be responsible to field verify
all conditions and coordinate mounting details as required.
Signage Contractor shall be responsible to verify all conditions which may affect the
installation of signage, and the signage itself. Any field or proposed design conditions
which may require modification or relocation of signage, or any related elements, shall
be brought to the Architect’s attention immediately, prior to fabrication. Signage
Contractor shall review Architect's proposed signage specifications and design, and
bring to attention any discrepancies or alternatives which may result in savings to the
Client, elimination of problematic conditions which may arise in the present or future,
provide superior performance, provide reduced maintenance and enhance visibility of
signage.
Artwork required for signage fabrication shall be provided by Verizon. Sizes as
indicated on drawings.
Signage Contractor shall submit and pay for all required permits, tests and inspection
certificates.
Shop drawings shall be prepared by Signage Contractor and submitted to the Architect
for review prior to signage fabrication.
Signage Contractor shall submit all signage to the applicable building department for
approval, if required.
Interior directional signage shall be as per Verizon standards,
Provide a readily visible durable sign posted on the egress side on or adjacent to the
main entry door stating: “THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS
OCCUPIED.” The sign shall be in letters 1 inch high on a contrasting background.
DIVISION 21 - FIRE SUPPRESSION
21 20 00 - Fire-Extinguishing Systems
All items shall be as per Building Code and all local codes and ordinances.
Portable fire extinguishers shall be installed as required by NFPA 10, or as required by
local officials. Extinguishers shall bare the label of an approved agency and be of an
approved type. Fire extinguishers shall have a rating of 2A. Contractor shall determine
the quantity, location, type, etc., for conformance with applicable codes.
Wall mounted fire extinguishers shall be provided and installed by GC, unless
otherwise directed.
DIVISION 22 - PLUMBING
22 00 00 – Plumbing
Plumbing Contractor shall install new plumbing as shown on Plumbing Drawings. All
plumbing fixtures and accessories shall be accessible.
Plumbing system design and installation shall be in accordance with the Plumbing
Code. All appliances, plumbing fixtures and general equipment shall be installed
according to manufacturer's specifications and installation instructions. All controls
shall be accessible.
Disinfect new potable water piping.
All sanitary and water lines must be tested for leaks. Use 150# hydrostatic pressure
for domestic water lines, and electronic monitoring for gas piping.
Insulation to be ASTM E-84 or NFiPA 255 flame & smoke spread approved.
See plumbing drawings for additional notes and specifications.
DIVISION 23 - HEATING AND AIR CONDITIONING
23 00 00 – Heating and Air Conditioning
Mechanical contractor shall install new Mechanical system as shown on Mechanical
Drawings.
Mechanical system design and installation shall be in accordance with the Mechanical
Code and all local codes and ordinances. Mechanical system design and layout shall
be the responsibility of the mechanical contractor.
All mechanical equipment and wiring shall be installed in accordance with
manufacturer's installation instructions and with a minimum clearance to combustibles
for which the equipment has been tested, as specified by manufacturer, or in
accordance with Standard Installation Clearances. All mechanical equipment and
controls shall be accessible.
Contractor shall furnish control wiring diagrams to Electrical Contractor. Control wiring
by Electrical Contractor.
Restrooms shall have a ceiling exhaust fan vented to the exterior.
Verify all conditions in the field prior to bidding and installation. Remove and/or
relocate existing equipment as necessary to accommodate new conditions. All
mechanical equipment and wiring shall be installed in accordance with manufacturer's
installation instructions and with a minimum clearance to combustibles for which the
equipment has been tested, as specified by manufacturer, or in accordance with
Standard Installation Clearances. All mechanical equipment and controls shall be
accessible.
Where connection is to be made to existing equipment, the Contractor shall make his
own determination of the location of such connection.
Contractor shall adjust all supply and return registers and ducts as required providing
proper ventilation, heating and cooling to all Tenant spaces. Actual mechanical
system design layout and equipment specifications shall be the responsibility of the
Mechanical Contractor.
Telco Room shall have wall mounted, minimum 1.5 ton AC unit with preset thermostat
which must run 24 hours to cool mechanical equipment. Unit shall be manufactured
by Mitsubishi, Liebert, Sanyo, or approved equal.
See mechanical drawings for additional notes and specifications.
DIVISION 26 - ELECTRICAL
26 00 00 - Electrical
Electrical Contractor shall install new electrical work as shown on Electrical Drawings.
All wiring and controls shall be installed in accordance with NFPA 70, latest edition.
Entire system shall be grounded as per Electrical Code.
Electric outlets within 6'-0" of a sink, in Janitor's Closets, Bathrooms and outdoors
shall be protected by a ground fault circuit interrupter: 'GFI'.
Contractor shall verify all conditions in the field prior to bidding and installation.
Remove and/or relocate existing equipment as necessary to accommodate new
conditions.
Where connection is to be made to existing equipment, the Contractor shall make his
own determination of the location of such connection.
HVAC control wiring shall be by Electrical Contractor. Control equipment and wiring
diagrams to be furnished to the Electrical Contractor by the HVAC Contractor.
Temporary electric service shall be provided for construction by Electrical Contractor.
All electrical devices and cover plates shall be:
•All convenience outlets on P1 and P3 Walls shall be White
•All cover-plates on P1 and P3 Walls shall be White
In all locations with ganged switches, "ganged" switchplates shall be used.
Panelboards shall be equipped with typewritten indexes.
Every electrical coverplate shall be labeled with a typed circuit number label.
All light switches shall be the appropriate size for the load which is shown. If one
switch will not be sufficient or one does not exist, the Electrical Contractor shall
determine the correct quantity of switches required by the load.
Subpanels and junction boxes located on structural columns shall be relocated to
electrical or storage closets so they will not be visible from any office area.
Security system shall be designed and installed by Vendor selected by Verizon.
Vendor shall coordinate work with Contractor.
See Electrical Drawings for additional notes and specifications.
26 50 00 - Lighting
Electrical Contractor shall install new electrical work as shown on Electrical Drawings
All lighting fixtures shall be as specified on the Lighting Fixture Key on the Reflected
Ceiling Plan.
All lights shall be located and switched as indicated on Drawings.
Building standard average level of lighting throughout shall be as required by code.
Quantity of heads on track lights shall be as shown on drawings, unless otherwise
determined by the Architect and Verizon’ Project Manager.
See Electrical Drawings for additional notes and specifications.
DIVISION 28 - ELECTRONIC SAFETY AND SECURITY
26 53 00 – Emergency Exit Signs:
Exit signs shall be provided in accordance with the Building Code and all local
ordinances
Exits shall be illuminated at any time the building is occupied with light having intensity
of not less than 1 footcandle at floor level.
Exit signs shall be electronically illuminated and energized from separate circuits. See
electrical drawings. One of the above circuits shall be part of the emergency lighting
system.
The color and design of lettering, arrows and other symbols on the exit sign shall be in
high contrast with their background. Words on the sign shall be in block letters, 6" in
height with a stroke of not less than 3/4".
Exit signs shall be internally or externally illuminated by two electrical lamps or shall be
of an approved self-luminous type. When the luminance on the face of an exit sign is
from an external source, it shall have an intensity of not less than 50 foot candles from
either lamp. Internally illuminated signs shall provide equivalent luminance, (50 Lux).
2 4/25/24 City Comments
3 6/3/24 City Comments
3
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
LOW HIGH
FE
FE
BOTTLELESS WATER COOLER BY
VERIZON. PIPING BY PLUMBING
CONTRACTOR. PROVIDE RECESSED
VALVE BOX BEHIND (VB-1) AT +12" A.F.F.
TO CENTERLINE.
LAMINATE COUNTER WITH
CABINETS ABOVE AND
BELOW. SEE SHEET A.4.0
FLOOR MOUNTED JANITOR SINK, SEE
PLUMBING PLAN FOR SPEC.
NEW TENANT DEMISING PARTITION, RUN
TO UNDERSIDE OF DECK ABOVE.
PROVIDE TYPE 5/8" 'X' GYPSUM BOARD
ON BOTH SIDES (1- HOUR FIRE RATED
WALL) SEE DETAIL 3/A.5.0.
PROVIDE AN INTERNATIONAL
ACCESSIBILITY SYMBOL. SEE
SHEET G.2.0.
PROVIDE DIRECTIONAL SIGNAGE TO ACCESSIBLE RESTROOM
AS PER CODE. SEE DETAIL 7/G.2.0.
LINE OF CLEAR FLOOR SPACE. SEE
ACCESSIBILITY DETAILS ON SHEET G.2.0.
LINE OF 5'-0" ∅WHEELCHAIR TURNING SPACE. SEE
ACCESSIBILITY DETAILS ON SHEET G.2.0.
PROVIDE A TACTILE EXIT SIGN WITH THE
WORD "EXIT." SEE SHEET G.2.0
MOTORIZED SECURITY SHUTTERS BEHIND
STOREFRONT WINDOWS AND GLASS
ENTRY DOORS (TYP.). SEE SECURITY
SHUTTER NOTES.
PROVIDE VISIBLE DURABLE SIGN ON OR ADJACENT TO THE
DOOR STATING "THIS DOOR MUST REMAIN UNLOCKED WHEN
BUILDING IS OCCUPIED". THIS SIGN SHALL BE LETTERS NOT
LESS THAN 1 INCH HIGH ON A CONTRASTING BACKGROUND.
FIRE EXTINGUISHER WITH CABINET, RECESSED IN WALL
NEW DOOR. CONTRACTOR SHALL PROVIDE HINGES AT DOOR WHICH WILL NOT ALLOW
REMOVAL OF HINGE PIN WHEN DOOR IS IN LOCKED POSITION. STEEL PINS SHALL BE SET IN
DOOR WHICH ENGAGE FRAME WHEN DOOR IS CLOSED.
WALL MOUNTED FIRE EXTINGUISHER
PROVIDED BY GENERAL CONTRACTOR..
STORAGE CABINET
DRINKING FOUNTAIN. PIPING BY PLUMBING
CONTRACTOR. SEE PLUMBING PLAN.
NEW ELECTRICAL PANELS, SEE ELECTRICAL PLANS
PROVIDE (1) LAYER 3/4" CDX FIRE
RETARDANT PLYWOOD ON ALL WALLS,
FULL HEIGHT OF ROOM.
PLYWOOD SHALL BE PRIMED AND PAINTED.
CONTRACTOR SHALL PROVIDE 1/2" THICK CORIAN
TOP AT MODIFIED SILL. SEE DETAIL 8/A.5.0
FOR TELCO LAYOUT, SEE ELECTRICAL
DRAWINGS FOR MORE INFORMATION.
SOLAR FILM ON INSIDE FACE OF ALL
EXTERIOR WINDOWS BY GENERAL
CONTRACTOR. SEE NOTES.
DOOR DESIGNATION, SEE
DOOR SCHEDULE, SHEET A.6.0
ALIGN
FINISHES
PROVIDE (2) 4X8 PRECAST CONCRETE
LINTELS WITH 8" MINIMUM BEARING
EACH END.
FURR OUT WALL
CORNER, ALIGN
FINISHES
NEW 3'-0" x 8'-0" ALUMINUM AND GLASS ENTRY
DOORS, SEE GENERAL NOTES FOR SPECIFICATION.
PANIC HARDWARE BY SECURITY VENDOR (TYP.)
INFILL EXISTING ENTRY DOOR WITH
1" INSULATED GLAZING. MULLIONS TO MATCH
EXISTING. SEE GENERAL NOTES FOR
SPECIFICATIONS
PROVIDE METAL STRAPPING
ON STUDS FOR DEVICE
DISPLAY FIXTURE. SEE
FURNITURE PLAN FOR
FIXTURE LAYOUT AND DETAIL
2/A.3.2 FOR STRAPPING
MOUNTING HEIGHT (TYP.).
WALL MOUNTED SMART BOARD @
62" A.F.F. O.C. PROVIDE
BLOCKING 8" HIGH 20 GA
HORIZONTAL STRAPPING ON
STUDS. REFER TO DETAIL 6/A.3.2.
PROVIDE (1) LAYER 3/4" CDX FIRE
RETARDANT PLYWOOD, FULL HEIGHT
TO DECK ABOVE. PROVIDE (1)
LAYER OF GYP BD ON PLYWOOD UP
TO 6" ABOVE CEILING (TYP. ON ALL
WALLS IN INVENTORY U.O.N.)
RECESSED SLATWALL, SEE DETAIL 2/A.5.0
CONTRACTOR SHALL PROVIDE SHELF
BELOW CEILING FOR WATER HEATER
SUPPORT, SEE PLUMBING PLANS. BOTTOM
OF SHELF TO BE 7'-0" A.F.F.
HOLD
37'-9 3/4"
(FINISHED OPENING)
5'-0"
RETAIL SALES
101
RESTROOM
102
RESTROOM
103
OPEN OFFICE
104
INVENTORY
105
MANAGER
106
J.C.
107
TELCO
108
A.3.1
2
FI
N
H
O
L
D
8"
9'-1 1/4"
EX. FIN. TO FRAME
2'-1 5/8"
3 5/8"
A.4.02
3 5/8"
EX. FIN.
T
O FR
A
M
E
2'-1
5
/
8
"
3 5/8"
11'-8
1/2"3 5/8"
3 5/8"
6'-7 3/8"
3 5/8"
(FIN)
2'-8 5/8"
3 5/8"
7'-6 1/4"
3 5/8"
7'-6 1/4"
3 5/8"
± 7'-2 1/4"
MI
N
.
(F
I
N
)
1'
-
2
"
7'
-
1
1
/
4
"
3
5
/
8
"
14
'
-
9
"
(
T
O
L
E
A
S
E
L
I
N
E
)
9'
-
3
1
/
4
"
3
5
/
8
"
18
'
-
7
1
/
4
"
3
5
/
8
"
FIN.
1'-0"
FIN.
3'-4" CLR
3'-0"
A.4.0
1
1'-3"
2'-7"
7'-9 1/4"
EX. FIN. TO FRAME
2'-1 5/8"
A.3.1
4EXISTING STAIR
(N.I.C.)
FUTURE TENANT
(N.I.C.)
EXISTING STOREFRONT
TO REMAIN.
EXISTING STOREFRONT
TO REMAIN.
EXSITING EXTERIOR
WALL TO REMAIN, TYP.
EXISTING STOREFRONT
AND ENTRY DOORS TO
REMAIN (N.I.C.)
2 3
4
5
6
7
8
9
TO REMAIN
EXISTING STOREFRONT
3 5/8"
FI
N
.
5'
-
4
"
CL
EQ
.
EQ
.
CL
APPROXIMATE LOCATION OF
NEW LEASE LINE
PROVIDE COOL GRAY 10 WINDOW FILM AT
THESE STOREFRONTS ONLY (EXISTING
SOREFRONT TO REMAIN)
PROVIDE METAL STRAPPING ON STUDS FOR 2-XX/4-XX
FIXTUES. SEE FURNITURE PLAN FOR FIXTURE LAYOUT AND
DETAIL 1/A.3.2 FOR STRAPPING MOUNTING HEIGHT (TYP.)
PROVIDE METAL STRAPPING ON
STUDS FOR 2-XX/4-XX FIXTUES. SEE
FURNITURE PLAN FOR FIXTURE
LAYOUT AND DETAIL 1/A.3.2 FOR
STRAPPING MOUNTING HEIGHT (TYP.)
MODIFIED PLANTER, SEE
DETAIL 9/A.5.0
1
1
4A
4A
1
1
1
1
1
1 1
1
1
1
1
1
2
LAMINATE COUNTER WITH CABINETS ABOVE
AND BELOW. SEE SHEET A.4.0.
A.3.1
3
A.3.1
1
A.4.0
3
A.3.3
1
6A
6A
COOL GRAY 10 WINDOW FILM COOL GRAY 10 WINDOW FILM
DEMISING WALL TO START AT CORNER OF
EXISTING PERIMETER WALL
CL
CL
6
LAVLAVWCWC
PS
MS
FURR EXISTING COLUMN WITH 2 1/2"
STUDS AND 5/8" GYPSUM BOARD
4A
4A
NO PLYWOOD
REQUIRED AT
STAIR WALL
4A
EXISTING COLUMN TO REMAIN,
PATCH ANY HOLES PRIOR TO
PAINTING
FIN.
8"
A.3.2
4
1
NEW STOREFRONT
15'-11"
1
EXISTING OVERHANG TO
REMAIN, TYP.
3 5/8"
FURR OUT CORNER
12" MIN.
2'-0"
V.
I
.
F
.
24
'
-
4
3
/
4
"
V.I.F.
24'-3 9/16"
T
THERMOSTAT.
THERMOSTAT.
T
S
REMOTE SENSOR FOR T-STAT
ALIGN FINISHES
3 5/8"
CLR.
14
'
-
7
3
/
1
6
"
F
R
A
M
E
T
O
E
X
.
F
I
N
.
3
5
/
8
"
90°
9
A.5.0
ALIGN CAP OF PLANTER
WALL TO EDGE OF MULLION
A.3.0
1
A.3.02
A.3.03
A.3.0
4
8
A.5.0
AT REAR DOOR, PROVIDE 4" THICK
CONCRETE LANDING FLUSH WITH DOOR,
HAUNCH EDGES DOWN TO 6" BELOW
PAVEMENT. PROVIDE GRAVEL AS REQIRED.
5'
-
0
"
1'-10"8"
NOTE:
ATTACH BOTTOM OF BRACE TO TOP TRACK OF
WALL WITH (3) #8 SHEET METAL SCREWS EACH
BRACE. DO NOT ATTACH THROUGH CEILING TILE.
ICC-ES # FOR METAL STUDS.........ESR-4205
(STUDS SHALL BE PER "STEEL STUD
MANUFACTURERS ASSOCIATION")
ICC-ES # FOR FASTENERS..........ER-3056
(ITW "SHEET METAL" BUILDEX SCREWS)
ICC-ES # FOR SHOT PINS..........ESR-1663
(.145" ∅POWDER DRIVEN HILTI PINS)
WALLS SHALL BE HORIZONTALLY AND LATERALLY
BRACED AS PER SEISMIC CODE ZONE 4.
ALL PROPOSED CONSTRUCTION, ALTERATION OR
DEMOLITION SHALL BE IN ACCORDANCE WITH THE
2022 CFC.
DECORATIVE MATERIALS SHALL BE MAINTAINED IN A
FLAME RETARDANT CONDITION IN ACCORDANCE
WITH THE 2022 CFC.
FIRE CODE NOTES:
FIRE EXTINGUISHERS SHALL BE 2A10 BC TYPE AND
SHALL CONFORM TO CHAPTERS 9 & 10 OF THE 2022
CFC (CALIFORNIA FIRE CODE).
VERIZON SHALL POST "NO SMOKING" SIGNS AS PER
CALIFORNIA STATE LABOR CODE.
(IF APPLICABLE) FIRE ALARM PLANS AND ANY OTHER
FIRE PROTECTION SYSTEM PLANS SHALL BE
SUBMITTED TO FIRE AND LIFE SAFETY FOR REVIEW
AND APPROVAL PRIOR TO INSTALLATION PER THE
2022 CFC.
SECURITY SHUTTERS NOTE:
CONTRACTOR SHALL INSTALL NEW SECURITY SHUTTERS
BEHIND ALL STOREFRONT WINDOWS AND GLASS ENTRY
DOORS. SECURITY SHUTTERS SHALL BE MODEL # AL7-
E, PUNCH STYLE 51 BY QMI, W/ END RETENTION CLEAR
ANODIZED CURTAIN RAIL AND HOUSING TO
COMPLEMENT OR MATCH STOREFRONT. SHUTTERS
SHALL BE MOTORIZED AT STOREFRONT WINDOWS AND
MANUAL WITH THUMB TURN AT ENTRANCE DOORS.
PROVIDE BEST CONSTRUCTION CORE LOCK. QMI
SHALL BE RESPONSIBLE FOR FIELD DIMENSIONS AND
FINAL INSTALLATION.
GENERAL CONTRACTOR SHALL CONTACT KEVIN
BECERRA AT (800) 446-2500.
KBECERRA@QMIUSA.COM GENERAL CONTRACTOR
MUST REFERENCE THAT THIS DOOR IS FOR A VERIZON
PROJECT.
NOTE:
FREESTANDING FIXTURES ARE SHOWN FOR CLARITY
FOR FLOOR SLAB DEMOLITION. PLEASE REFER TO
ELECTRICAL PLANS FOR FLOOR BOX LOCATIONS AND
FURNITURE PLANS FOR FIXTURE LOCATIONS.
ARCHITECTURAL NOTES:
1. ALL NEW WALLS SHALL BE 3-5/8" OR 6" (20 GAUGE) METAL STUDS AT 16" O.C. WITH
5/8" GYPSUM BOARD BOTH SIDES AND FULL INSULATION, UNLESS OTHERWISE NOTED.
2. RATED WALL CONSTRUCTION SHALL BE 3 5/8" METAL STUDS AT 16" O.C. WITH (1)
LAYER 5/8" TYPE 'X' GYPSUM BOARD BOTH SIDES, FULL HEIGHT TO UNDERSIDE OF
STRUCTURE ABOVE AND FULL INSULATION. U.L. DESIGN NO. U419.
3. ALL NEW WALLS SHALL EXTEND 6" ABOVE SUSPENDED CEILING, UNLESS OTHERWISE
NOTED.
4. ALL DIMENSIONS ARE FRAMING DIMENSIONS, UNLESS OTHERWISE NOTED.
5. ALL NEW DOORS SHALL BE 4" OFF WALL (AT HINGE SIDE), UNLESS OTHERWISE NOTED.
6. CONTRACTOR SHALL PAINT ALL DOORS UNLESS OTHERWOSE NOTED. SEE FINISH
SCHEDULE.
7. PROVIDE (2) ROWS MINIMUM 8" HIGH, 20 GAUGE HORIZONTAL STRAPPING ON STUDS
AT ALL WALLS WITH CABINETS.
8. ANY DRYWALL FINISH WHICH IS EXISTING TO REMAIN SHALL BE PATCHED, PRIMED AND
PAINTED TO LEVEL 5 CONDITION AND TO ACCEPT NEW FINISHES. CONTRACTOR
SHALL DETERMINE BEST METHODS FOR PATCHING, OR IF DRYWALL WILL NEED TO BE
REMOVED OR REPLACED TO ACHIEVE DESIRED FINISH. EXAMPLE: PATCH DRYWALL
WHERE ITEMS ARE REMOVED SUCH AS, BUT NOT LIMITED TO, ELECTRICAL BOXES,
TRIM, MIRRORS, DOOR JAMBS, WALLCOVERING, ETC.
9. IT IS THE CONTRACTOR’S RESPONSIBILITY TO SMOOTH ALL ROUGH SURFACES ON
FLOORS OR PATCH, FILL OR FLOAT EXISTING FLOORS TO A SMOOTH CONDITION
CAPABLE OF RECEIVING NEW FINISHED FLOOR COVERING. EXAMPLE: AT ALL
REMOVED WALL AREAS, STRIPPED MATERIAL LOCATIONS (I.E. VINYL TILE, CERAMIC
TILE, CARPET, ETC.), CONDUIT FEEDS AND CHIPPED CONCRETE, ETC.
10. PATCH AND LEVEL EXISTING CONCRETE SLAB AS REQUIRED FOR NEW FINISHES.
11. CONTRACTOR SHALL PROVIDE OPTIONAL PRICING TO LEVEL OR SMOOTH FLOORS
THAT HAVE DEPRESSIONS OR DIPS GREATER THAN 1" WITH GYPCRETE OR OTHER
SELF-LEVELING COMPOUND.
12. G.C. SHALL CONTACT VERIZON PROJECT MANAGER TO OBTAIN AND ORDER ALL
LIGHT FIXTURES. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION.
13. PATCH ALL EXISTING WALLS AS REQUIRED DUE TO NEW WORK.
14. CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF THE EXISTING COLUMN
LOCATIONS AND SIZES ARE DIFFERENT FROM WHAT OCCURS IN THESE DRAWINGS,
AND OF ANY UNDOCUMENTED STRUCTURAL COLUMNS OR CONDITIONS, PIPES, ETC.,
WHICH ARE LOCATED IN THE TENANT SPACE BUT DO NOT APPEAR IN THESE
DRAWINGS, SO THE DRAWINGS CAN BE REVISED TO ACCOMMODATE THE AS-BUILT
CONDITIONS.
15. CONTRACTOR SHALL PROVIDE FIRE RATED BLOCKING/PLYWOOD AT THE
FOLLOWING LOCATIONS: TELCO RACK, GRAB BARS, HANDRAILS, WALL HUNG
FURNITURE, WALL HUNG CABINETS AND SHELVES, HANGING GLASS WINDOW DISPLAYS
AT STOREFRONTS, HANGING POSTERS AND AT ALL OTHER LOCATIONS WHERE
EQUIPMENT IS BEING WALL OR CEILING/SOFFIT HUNG.
16. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO CUT AND PATCH SLAB AS
REQUIRED FOR NEW UNDER SLAB. ELECTRICAL CONDUITS. SEE ELECTRICAL PLANS.
17. ALL SAW CUTS SHALL BE DOWELED, ALTERNATING SIDES AT 18", OR AS PER CODE,
PRIOR TO POUR BACK.
18. NEW RESTROOMS. CONTRACTOR SHALL LOCATE (2) SINK-1, (1) SINK-2, (2) WC-1 AND
ACCESSORIES TO COMPLY WITH ADA AND ANSI. SEE ACCESSIBILITY DETAILS ON
SHEET G.2.0. SAW CUT SLAB AS REQUIRED FOR PLUMBING LINES
19. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE TO SAW CUT AND REMOVE
EXISTING CONCRETE SLAB FOR TRENCHING AS REQUIRED FOR NEW PLUMBING
FIXTURES; COORDINATE WITH PLUMBING CONTRACTORS TO IDENTIFY PRECISE
LOCATIONS AND DEPTH IN FIELD AS REQUIRED. VERIFY ALL OR ANY STRUCTURAL
MEMBERS WHICH MAY INTERFERE WITH TRENCH. EXCAVATE ADDITIONAL TRENCH AS
REQUIRED TO CONNECT NEW SOIL LINES TO EXISTING MAIN, V.I.F., VERIFY WITH
LANDLORD AND EXISTING BUILDING SYSTEM FOR PRECISE LOCATION AND
DIRECTION. SEE PLUMBING PLANS.
20. CONTRACTOR SHALL COORDINATE WITH VERIZON PROJECT MANAGER FOR
TEMPORARY CONSTRUCTION SIGNAGE FOR ALL WINDOWS.
21. CONTRACTOR SHALL NOT INSTALL GYPSUM BOARD BEHIND SLATWALL IN INVENTORY
ROOM.
22. SEE DETAIL 6/A.5.0 FOR SECURITY SHUTTERS AT BOH, AND DETAIL 7/A.5.0 FOR
SECURITY SHUTTERS AT FRONT OF HOUSE. SHUTTERS TO BE MOTORIZED EXCEPT AT
ENTRY DOORS.
EXISTING WALL TO REMAIN
1 3 5/8" METAL STUD WITH 5/8" GYPSUM
BOARD BOTH SIDES, UP TO 6" ABOVE
ACT. WITH FULL BATT INSULATION.
SEE DETAIL 1/A.5.0
WALL TYPES LEGEND:
3 5/8" METAL STUD WITH 5/8" GYPSUM BOARD
ON NON-TELCO SIDE AND 5/8" GYPSUM BOARD
ON 3/4" CDX PLYWOOD ON TELCO SIDE, UP TO
6" ABOVE ACT. WITH FULL BATT INSULATION.
SEE DETAIL 1/A.5.0
2
4A
6
3 5/8" METAL STUD @ 8" O.C. WITH 5/8" GYPSUM
BOARD ON NON-INVENTORY SIDE AND 5/8"
GYPSUM BOARD UP TO 6" ABOVE ACT ON 3/4"
CDX PLYWOOD UP TO DECK ABOVE ON
INVENTORY SIDE, WITH FULL BATT INSULATION.
SEE DETAIL
3 5/8" METAL STUD WITH 5/8" GYPSUM BOARD
BOTH SIDES, UP TO STRUCTURE ABOVE WITH
FULL BATT INSULATION. 1 HOUR RATED WALL
(U.L. DESIGNATION U419).
SEE DETAIL 3/A.5.0
/2 A.5.0
6A 3 5/8" METAL STUD WITH 5/8" GYPSUM BOARD
BOTH SIDES, UP TO STRUCTURE ABOVE WITH
FULL BATT INSULATION. 1 HOUR RATED WALL
(U.L. DESIGNATION U419). PROVIDE 3/4 CDX
PLYWOOD UP TO 6" ABOVE CEILING.
SEE DETAIL 3/A.5.0
1/4" = 1'-0"1 ARCHITECTURAL PLAN
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2024 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
KS
FL
DE
CT
AZ
AL
C-1967WY
RA011075GA
AR10400066IN
C 29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN 44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
NV 5521
WA 10344
13167AK
SD 11532
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2023-0069
Proposed
Store Design
for: VERIZON
Metro Pointe
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/24
3/15/24
ARCHITECTURE PLAN
AND WALL TYPES
A.1.0
MB
KG
11 OF 81
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
ST
MS
MS
NPM
MS
MS
MS
MS
MS
MS
MS
MSMS
WAPWAP
WAP WAP
S S
SS
MS
WAP
S
NEW EXTERIOR EGRESS LIGHT
PROVIDE 6" METAL STUD CEILING JOISTS
AT 16" O.C. WITH 5/8" TYPE 'X' GYPSUM
BOARD FINISH. BOTTOM OF JOISTS AT
+9'-1" A.F.F. AT RESTROOMS
6"
M
E
T
A
L
S
T
U
D
S
AT
1
6
"
O
.
C
.
TRACK LIGHT FIXTURE MOUNTED TO
GYPSUM CEILING. AIM HEAD AT WALL
CASE FIXTURES..
OUTLINE OF FIXTURE
BELOW, TYP.
EXISTING CLEARANCE NOTE:
VERIFY CLEARANCE ABOVE ALL
EXISTING CEILINGS TO ENSURE
ALL PROPOSED CEILING HEIGHTS
ARE ACHIEVABLE -TYP.
RETURN AIR GRILLE, TYP.
AIR SUPPLY
DIFFUSER, TYP.
MOTORIZED SECURITY SHUTTERS BY
VzW VENDOR, INSTALLED OVER
STOREFRONT GLAZING SYSTEM
(TYP.) - MAXIMUM SURFACE AREA TO
BE 150 SF PER SHUTTER DEVICE
PENDANT FIXTURES MOUNTED AT 65" A.F.F. (TYP.)
LINEAR PENDANT FIXTURES
MOUNTED AT 8'-6" A.F.F. (TYP.)
OUTLINE OF CT-10 BELOW. ENSURE
THAT LIGHT FIXTURES ARE CENTERED
ON TABLE BELOW
DBL. SPOT LIGHT FIXTURE MOUNTED
AT 11'-1" A.F.F. TYP.
PROVIDE GYP. BD. CEILING
@ 9'- 0" - PAINT (P-1c)
ACT-6
11'-1"C3
4'-2"
4'
-
7
"
4'-10 1/4"
4'-10 1/4"
4'
-
1
0
1
/
4
"
±
4
'
-
7
1
/
8
"
CL
1'-6"1'-6"CLCL
CL ES-1
CL
4'-7"CL
CL
CL
10'-0"
GYP. BD.
11'-0"C2
F9 F9
F8F8F8F8F8F8
F4A-DHF4A-DH
F4A-DH F4A-DH F4A-DH
F4A-DHF4A-DHF4A-DH
F5
F5
F4A
F4A
F4A
F4AF4A
F4A
F4A
F4A
F4A
F4A
F4A
F4A
F4A
F4A F4A F4A F4A
F4A9'-0"3'-0"3'-0"CLCLCLCLCLCL
8'-0"7'-0" 8'-0" 7'-6 3/4"CLCLCLCL
CL
9'
-
6
"
ACT-1
10'-0"C3
ACT-1
10'-0"C3
GYP. BD.
9'-0"C2
GYP. BD.
9'-0"C2
ACT-1
10'-0"C3
ACT-1
10'-0"C3
ACT-1
10'-0"C3
ACT-1
10'-0"C3
CR22-EM
CR22 CR22-EM CR22
CR22
CR22-EM
CR22
CR22
CR22
CR22
CR22
CR22-EM
CR22
CR22
CR22
CR22
F4A
F4A
F4A
F4A
F4A
F4A
ES-1
ES-1
OPEN OFFICE
104
MANAGER
106
INVENTORY
105
RETAIL SALES
101
RESTROOM
102
RESTROOM
103
J.C.
107
TELCO
108
4'-7"
NEW TENANT DEMISING PARTITION, SEE
ARCHITECTURAL
EXISTING STAIR
(N.I.C.)
FUTURE TENANT
(N.I.C.)
APPROXIMATE LOCATION OF
NEW LEASE LINE
6"
M
E
T
A
L
S
T
U
D
S
AT
1
6
"
O
.
C
.
PROVIDE GYP. BD. CEILING
@ 9'- 0" - PAINT (P-1c)
KK
KK
OUTLINE OF CT-10 BELOW.
ENSURE THAT LIGHT
FIXTURES ARE CENTERED
ON TABLE BELOW
NEW EXTERIOR EGRESS LIGHT
TRACK LIGHT FIXTURE MOUNTED TO
GYPSUM CEILING. AIM HEAD AT WALL
CASE FIXTURES
CL
CL
DR
F
I
X
T
U
R
E
&
TRA
C
K
H
E
A
D
,
T
Y
P
.
EXISTING COLUMN TO REMAIN.
EXISTING COLUMN
TO REMAIN.
CL
2'
-
5
1
/
2
"
CL
DOORS &
DEVICES
ALIGN
ALIGN
8'-6 3/4"
TRACK LIGHT
FIXTURE MOUNTED
TO GYPSUM CEILING,
AIM HEADS AT BWPW
WALL, TRACK
& FIXTURES
F4A
F4A
F4B (5'-0")
F4
B
(
1
9
'
-
8
"
)
F4B (16'-0")
F4
B
(
1
8
'
-
0
"
)
APPROXIMATE LOCATION OF
NEW LEASE LINE
AIM HEAD AT BPK
SEE DETAIL 2, 3 AND 4 FOR
ADDITIONAL SUSPENDED CEILING
INFORMATION
ES-1
AT
WSP
WSP
WSP
ACT-1
10'-0"C3
3'-0"3'-0"
CL
5'
-
1
0
"
EXISTING AWNING TO
REMAIN, TYP.
MULLION
& CB-6
CL
DR
F
I
X
T
U
R
E
S
&
T
R
A
C
K
CL
CR22aCR22a
F5-EM F5-EM
ALARM
TRANSCEIVER, SEE
SECURITY DRAWINGS
2'-0"
EQ
.
EQ
.
EXISTING OVERHANG TO
REMAIN, TYP.
TYP.
1'-6"
CLCENTER TRACK IN WINDOW BAY,
TYP. AT BRAND WALL FIXTURES
F4B
(
10'-0
"
)
F4
B
(
8
'
-
0
"
)
F4B
(
1
0
'
-
0
"
)
TALK DOWN SPEAKER, TYP. SEE
SECURITY AND LV DRAWINGS
OUT SIDE AIR INTAKE AND
EXHAUST AIR LOUVER.
SEE MECHANICAL
11
A.5.0
TYP.
1'
-
5
1
/
2
"
EMERGENCY EXIT SIGN; DIRECTIONAL WHERE INDICATED
2 X 2 LED LIGHT FIXTURE.
"CR-22" - USED IN SUSPENDED CEILING.
"CR-22a" - USED IN GYPSUM BOARD CEILING.
2 X 2 EMERGENCY EGRESS LED FIXTURE.
"CR-22-EM" - USED IN SUSPENDED CEILING.
"CR-22a-EM" - USED IN GYPSUM BOARD CEILING.
ONE-LIGHT ADJUSTABLE LED TRACK HEAD,
MOUNTED WITH BASIC TRACK. SEE ELECTRICAL
PLAN FOR LIGHTING FIXTURE SPEC.
"-MP" - MONOPOINT
DUAL HEAD ADJUSTABLE LED TRACK HEAD,
MOUNTED WITH MONOPOINT. SEE ELECTRICAL
PLAN FOR LIGHTING FIXTURE SPEC.
CUSTOM 16" GOODYEAR PENDANT BARN LIGHT
SPEAKER
NETWORK PERFORMANCE MONITOR
LAY-IN RETURN GRILLE. SEE MECHANICAL PLANS
LAY-IN SUPPLY GRILLE. SEE MECHANICAL PLANS
EXHAUST FAN
SUSPENDED MOUNTED LED STRIP LIGHT. SEE
ELECTRICAL PLAN FOR LIGHTING FIXTURE SPEC.
BOTTOM AT +8'-6" A.F.F.
BASIC TWO-CIRCUIT WITH WHITE FINISH. SEE PLAN
FOR RUN LENGTHS. BOTTOM OF SUSPENDED
TRACK AT +11'-0" A.F.F. U.O.N.F4 (X'-X")
DESCRIPTIONTYPE
REFLECTED CEILING LEGEND
CEILING KEYS:
C2 GYPSUM BOARD CEILING: SUSPENDED GYPSUM BOARD CEILING
SYSTEM. REFER TO PLAN FOR CEILING HEIGHTS.
C3 ACOUSTICAL CEILING: SUSPENDED ACOUSTIC TILE CEILING, REFER TO
PLAN FOR CEILING HEIGHTS.
F8
F9
CUSTOM 12" GOODYEAR PENDANT BARN LIGHT
F5
SECURITY CAMERAS (SEE SECURITY DRAWINGS)
SHOPPER TRACK
MOTION SENSOR
WIRELESS ACCESS POINT
ST
MS
WAP
NPM
EXTERIOR EMERGENCY EXIT LIGHT
KK
REFLECTED CEILING NOTES:
1. ALL DIMENSIONS ARE FINISH DIMENSIONS.
2. ALL NEW SUSPENDED CEILINGS SHALL BE AT HEIGHTS AND LOCATIONS
INDICATED ON PLANS.
3. DIFFUSERS, GRILLES, AND SPEAKERS SHALL BE PAINTED TO MATCH CEILING
(PAINT P-1c).
4. ALL CEILING GRIDS SHALL BE CENTERED IN ROOMS, UNLESS OTHERWISE
NOTED.
5. FOR LIGHTING SPECIFICATIONS, SEE ELECTRICAL FIXTURE SCHEDULE.
6. AMPLIFIERS FOR RETAIL SALES SPEAKERS SHALL BE LOCATED IN TELCO
ROOM AND VOLUME CONTROLS SHAL BE LOCATED IN POS AREA. CONFIRM
LOCATION WITH GENERAL CONTRACTOR AND VERIZON PROJECT MANAGER
BEFORE INSTALLING. ALL PLAYNETWORK / MUZAK SPECIFICATIONS PROVIDED
BY REGIONAL VENDOR SHALL BE VERIFIED BY VERIZON.
7. SEE FINISH SCHEDULE FOR FINISHES
8. LIGHTS SHALL BE LAID OUT AS PER THE REFLECTED CEILING PLAN.
9. LIGHTS TO BE CENTERED IN ACOUSTICAL CEILING TILE, UNLESS NOTED
OTHERWISE
10. ALL EMERGENCY FIXTURES SHALL BE AS PER STATE AND LOCAL CODES, TYP.
11. REFER TO SHEET E.1.3 FOR ALL LIGHT FIXTURE MOUNTING DETAILS AND
DIRECTIONAL LIGHTING DIAGRAMS
SUSPENDED CEILING
CR-22 LIGHT FIXTURE
FRONT OF STORE
D LATERAL SUPPORT BRACE
N.T.S.
2"
MAIN
RUNNER
CROSS
RUNNER
SEISMIC POST OR EMT CONDUIT.
SEE SCHEDULE. HORIZONTAL
RESTRAINT BRACE #12 GA. WIRE
SPLAYED @ 45° 4-DIRECTIONS.
ALL WIRES ATTACHED TO MAIN
RUNNER. PROVIDE HORIZONTAL
RESTRAINTS BRACING ONLY IF
CEILING AREA MEETS OR EXCEEDS
1,000 SQ. FT.
SPLICE PROVIDE 2-#10 TILE
SCREWS AFTER TILE PANEL
IS INSTALLED.
SEISMIC POST SCHEDULE:
1. UP TO 8'-0" USE 1- 3 5/8" 25 GA. MTL. STUD @ 12'-0" O.C.
2. 8'-0" TO 10'-0" USE 2-1 5/8" 25 GA. MTL. STUDS @ 12'-0" O.C.
FASTENED BACK TO BACK @ EACH SIDE OF MAIN RUNNER
TYPICAL.
3. 10'-0" TO 15'-0" USE 2-2 1/2" 25GA. MTL. STUDS FASTEN SAME
AS NOTE #2.
4. ALTERNATE: UP TO 5'-0" USE 3/4" ∅EMT CONDUIT
NOTE: @ 12'-0" O.C. EACH WAY
45°
45°
45°
45°
B RUNNER DETAIL
N.T.S.
A SUPPORT BRACE SECTION
N.T.S.
CROSS RUNNER
MAIN RUNNER
HANGER WIRE W/2
TURNS IN 1 1/2" TYP.
WIRE HANGER @ 4'-0" O.C.
EACH WAY.
2'-0" X 2'-0" RECESSED
FLUORESCENT LIGHT
FIXTURES. SEE
ELECTRICAL DRAWINGS.
2'-0" X 2'-0"
ACOUSTICAL
TILE (TYP.)
SEISMIC
LOCKING
CLIP
HVAC-AIR DIFFUSERS,
WITH APPROVED CLIPS
OR WIRES AS REQ.'D. BY
CITY STANDARDS (TYP.)
WHERE FIXTURE ROW
FALLS BETWEEN MAIN
RUNNER, USE 4'-0" LONG
MAIN @ 4'-0" O.C. AS
CROSS TEE.
ATTACH HEAVY DUTY T-BAR
SYSTEM TO STRUCTURE IN
ACCORDANCE WITH CBC
SECTION 808 AND ASCE 7.05
13.5.6
FACE OF WALL OR
DEMISING PARTITION
CROSS RUNNER
MAIN RUNNER.
INSTALL 2'X2' ACOUSTICAL TILE
IN METAL SUSPENSION HEAVY
DUTY "T" GRID SYSTEM PER
CBC SECTION 808 AND
ASCE 7.05 13.5.6
SEISMIC CEILING NOTES:
1. ALL HANGER WIRE SHALL BE MIN. OF #12 GALV. WIRE OR CODE APPROVED
EQUAL.
2. ALL HANGERS AND RUNNERS SHALL BE ACCURATELY LEVELED AND BE
SPACED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
3. ALL INTERSECTIONS AND CONNECTION ACCESSORIES THROUGHOUT SHALL BE
CAPABLE OF WITHSTANDING DESIGN LOADS REQUIRED BY LOCAL CODES.
4. ALL LIGHTING FIXTURES MUST BE POSITIVELY ATTACHED TO THE SUSPENSION
SYSTEM.
· FIXTURES WEIGHING 10 POUNDS OR LESS MUST HAVE (1) #12-GAUGE WIRE
ATTACHED TO THE STRUCTURE. WIRE MAY BE SLACK.
· FIXTURES WEIGHING MORE THAN 10 POUNDS TO 56 POUNDS MUST HAVE (2) #
12-GAUGE WIRES ATTACHED AT DIAGONAL CORNERS FROM HOUSING TO
STRUCTURE, AND THESE WIRES MAY BE SLACK.
· FIXTURES WEIGHING IN EXCESS OF 56 POUNDS MUST BE INDEPENDENTLY
SUPPORTED FROM THE BUILDING STRUCTURE.
5. PENDANT-MOUNTED FIXTURES MUST BE SUPPORTED DIRECTLY FROM THE
STRUCTURE, USING 9-GAUGE WIRE. THEY MAY NOT USE THE CEILING SUSPENSION
SYSTEM FOR SUPPORT.
6. SEE ELECTRICAL DRAWINGS AND REFLECTED CEILING PLANS FOR LOCATIONS
AND DIRECTIONS OF LIGHT FIXTURES.
7. LIGHT FIXTURES, ELECTRICAL WIRING SYSTEM, LOW VOLTAGE WIRING
COMPONENTS, COMMUNICATION, COMPUTER CABLES AND MECHANICAL
SERVICES SHALL BE INDEPENDENTLY SUPPORTED FROM THE SUSPENDED
CEILING SYSTEM.
8. EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTION,
SPRINKLER HEADS AND OTHER PENETRATIONS THROUGH THE CEILING TILE
REQUIRE MINIMUM 2-INCH RINGS, SLEEVES OR ADAPTERS THAT WILL ALLOW A
MINIMUM 1-INCH CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS.
ALTERNATIVELY, A SWING JOINT CAN BE PROVIDED AT THE TOP OF THE
SPRINKLER HEAD EXTENSION TO ACCOMMODATE THE 1-INCH MOVEMENT (ASCE
7, SEC. 13.5.6.2.2)
9. SEISMIC SUSPENDED CEILING SHALL BE ARMSTRONG SEISMIC RX SUSPENDED
SYSTEM. INSTALLATION OF SEISMIC CEILING SHALL FOLLOW THE
MANUFACTURER'S INSTRUCTIONS, ICC ESR-1308 AND CISCA RECOMMENDATIONS
FOR AREAS SUBJECT TO LIGHT TO MODERATE SEISMIC ACTIVITY.
10. THE BERC2 CLIP IS USED TO SECURE THE MAIN RUNNERS AND CROSS RUNNERS
ON TWO ADJACENT WALLS TO THE STRUCTURE AND THE TWO OPPOSITE WALLS
TO THE PERIMETER TRIM. A NOMINAL 7/8" WALL MOLDING IS USED IN LIEU OF
THE 2" PERIMETER SUPPORTING CLOSURE ANGLE REQUIRED BY SECTION
9.6.2.6.2.2 (b) OF ASCE-7 FOR SEISMIC DESIGN CATEGORY "D", "E" OR "F".
EXCEPT FOR THE USE OF THE BERC2 CLIP AND THE 7/8" WALL MOLDING AND
ELIMINATION OF SPREADER BARS, INSTALLATION OF THE CEILING SYSTEM MUST
BE AS PRESCRIBED AS PER CODE.
11. SEISMIC SUSPENDED CEILING SHALL COMPLY WITH ASCE 7 SECTION 13.5.6 AND
SHALL HAVE HEAVY DUTY T-BAR GRID SYSTEM FOR SEISMIC DESIGN
CATEGORY "D", "E" OR "F".
12. CLIPS INSTALLED ON THE UNATTACHED WALLS SHALL ALLOW THE TERMINAL
RUNNER END TO MOVE 3/4" FOR CATEGORY "D", "E" OR "F".
13. SUSPENDED CEILING AND FRAMING SYSTEMS SHALL BE DESIGNED TO RESIST A
LATERAL FORCE OF 20% OF THE WEIGHT OF THE CEILING ASSEMBLY AND ANY
LOADS TRIBUTARY TO THE SYSTEM. FOR THE PURPOSED OF DETERMINING THE
LATERAL FORCE AND WHERE PARTITIONS ARE NOT CONNECTED TO THE
CEILING SYSTEM, MINIMAL WEIGHT DESIGN SHALL BE 16LBS/LF
B
ROOF OR FLOOR STRUCTURAL
WIRE HANGER
C CLIP @ PERIMETER WALL DETAIL
N.T.S.
ATTACHED SIDEUNATTACHED SIDE
BERC-2 CLIP 8" MAX.
7/8"
CLEARANCE
CLEARANCE = 3/8" (CATEGORY "C")
BERC-2 CLIP 8" MAX.
7/8"
AT ENDS
8" MAX.
1/2" SPACE (TYP.)
ARMSTRONG
BERC2 CLIP (TYP.)
7/8" MOLDING (TYP.)
C D
MAXIMUM
6' - 0"
O.C. EACH WAY TO
12' - 0"
BOLT COMPRESSION
STRUT AT TOP AND
BOTTOM.
HORIZONTAL RESTRAINT WIRES.
LATERAL SUPPORT
POINT WITHIN 6'-0"
OF EACH WALL.
LATERAL SUPPORT POINT
1/4" = 1'-0"1 REFLECTED CEILING PLAN
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2024 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
KS
FL
DE
CT
AZ
AL
C-1967WY
RA011075GA
AR10400066IN
C 29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN 44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
NV 5521
WA 10344
13167AK
SD 11532
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2023-0069
Proposed
Store Design
for: VERIZON
Metro Pointe
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/24
3/15/24
REFLECTED CEILING
PLAN
A.1.2
MB
KG
12 OF 81
1 1/2" = 1'-0"2 ARC LIGHT - SECTION VIEW
Version: 11420
1/4" = 1'-0"3 LATERAL SUPPORT DETAILS
Version: 050818
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
EM
P
L
O
Y
E
E
S
I
D
E
LOW HIGH
FURNITURE NOTES:
1. ALL MOVABLE FURNITURE SHALL BE PROVIDED BY
VERIZON UNLESS OTHERWISE NOTED. ALL OTHER
MILLWORK ITEMS (IE. COUNTERS, CABINETS, ETC.)
SHALL BE THE CABINET CONTRACTOR'S
RESPONSIBILITY UNLESS OTHERWISE NOTED.
2. VERIZON MUST COMPLY WITH ALL FEDERAL, STATE
AND LOCAL ACCESSIBILITY REQUIREMENTS FOR ALL
EMPLOYEES AND THE PUBLIC WITH RESPECT TO ALL
FURNITURE, FIXTURES, DISPLAYS AND SIGNAGE WHICH
THEY PROVIDE.
3. CONTRACTOR SHALL VERIFY LOCATION, UNIT AND
REQUIREMENTS OF FREESTANDING DISPLAYS WITH
VERIZON. USE ELECTRICAL POWER PLAN TO LOCATE
NON-MOVABLE FURNITURE.
4. ALL FURNITURE PARTITIONS, WHEN PROVIDED, SHALL
BE U.L. RATED (LISTED).
5. ALL RETAIL FIXTURES AND EQUIPMENT PROVIDED BY
VERIZON. MILLWORK VENDOR TO SECURE SALES
FLOOR FIXTURES TO FLOOR.
6. GC TO COORDINATE LOCATION OF THE ALL FLOOR
FIXTURES W/ ELECTRICAL FLOOR BOX & CONDUIT
LOCATIONS. REFER TO ELECTRICAL DRAWINGS.
7. GC SHALL PROVIDE AND INSTALL AN ELECTRICAL
SIGN IF REQUIRED. GC SHALL VERIFY REQUIREMENTS
WITH STATE AND LOCAL CODES PRIOR TO ORDERING
SIGNAGE.
8. ALL WALL MOUNTED MONITORS AND MOUNTS
PROVIDED BY VERIZON I.T. AND INSTALLED BY G.C.
9. CONTRACTOR SHALL PROVIDE DUMPSTER FOR ALL
SHIPPING/PACKING GARBAGE MATERIALS FOR RETAIL
FIXTURES.
FURNITURE PLAN SHALL NOT BE USED FOR
CONSTRUCTION OR CABINETRY. IT SHALL BE
CONSIDERED A LOCATION PLAN ONLY.
NOTE:
FOR MOUNTING HEIGHTS, SEE SHEET G.2.0
RESEARCH PENDING
ALLOWED - NO RESTRICTIONS
ALLOWED - WITH RESTRICTIONS
NOT ALLOWED
• DIGITAL DISPLAY REMOVED FROM PLANS. FIXTURE
VENDOR TO VERIFY WITH VZ PM IF DIGITAL DISPLAY
TO BE INSTALLED.
RESTRICTIONS, COMMENTS, NOTES
• COUNTS TOWARDS OVERALL SIGNAGE: YES/NO
• DISTANCE FROM GLASS: 1'-0" (TYP.)
• MOVING IMAGES ALLOWED: YES/NO
• PERMIT REQUIRED: YES/NO
DIGITAL DISPLAY:
FOR TELCO LAYOUT, SEE
ELECTRICAL DRAWINGS FOR
MORE INFORMATION.
DIMENSIONS IN PARENTHESES ARE FOR
VERIFYING FIXTURE LOCATIONS ONLY. USE
CENTERLINES ONLY FOR FIXTURE PLACEMENTS.
(
5
'
-
0
"
)
7'
-
9
"
(
6
'
-
1
"
)
9'
-
6
"
(
6
'
-
0
1
/
4
"
)
( 5'-0" )( 6'-0" )( 5'-0" )( 6'-0" )
15'-0"
( 5'-0" )
EQ.EQ.
A.3.1
2
OPEN OFFICE
104
MANAGER
106
INVENTORY
105
RETAIL SALES
101
RESTROOM
102
RESTROOM
103
J.C.
107
TELCO
108
A.4.02
A.4.0
1
A.3.1
4
EQ070
EQ885a
EQ885a
CL
CL
CL
AISLEAISLE
SPOT-N
EXP-LG
AISLE4-POS
CT-10-TAB CT-10-TAB
4-ETL-5G2-SW-SS4-SS-S4-SS-S4-ETL2-SW
2-
S
W
4-
C
D
4-
C
D
4-
C
D
L-
I
N
T
2-
S
W
DR
DR
DR
DR
DR
MNT-BS
EQ-01
EQ071
UB-6
2X3 BWPW
CLWALL &
FIXTURES
CB-6
BSTL TYP. OF 2
CL
MULLION &
FIXTURE
DIGITAL-2
CL
GLASS & FIXTURE
EXISTING STAIR
(N.I.C.)
FUTURE TENANT
(N.I.C.)
APPROXIMATE LOCATION OF
NEW LEASE LINE
ALIGN FRONT OF CASE WALLS,
DR AND SPOT FIXTURE
ALIGN BACKS OF FIXTURES
BPK
4'
-
4
1
/
2
"
CL
B03
5-POS
MI
N
.
1
2
"
B02
(
6
'
-
1
"
)
TYP. OF 7
CL CL
BSTL BSTL TYP. OF 8
EQ885c
EQ823
EQ051
EQ011
EQ011
EQ011
EQ011
EQ011
EQ241
EQ241 EQ051a
EQ052
EQ050
EQ050a
FN218AFN010
FN010
EQ250
EQ020
EQ823 EQ210
EQ230
EQ220
EQ071
EQ422
2'-1 1/2"
SL
EXISTING COLUMN
TO REMAIN
EQ411
EQ430
EQ420
CM
EQ852
EQ242
CLR.
12"
SB
EQ825
EQ120
EQ020
EQ318
EQ
3
2
2
EQ
3
2
0
EQ331
EQ423
EQ420
FN012
FN411
B018d
CM
EQ030
BW
BW
BW
FN011
FN011
B018d
EQ081
EQ081
B018d
6'
-
0
1
/
2
"
4'
-
0
1
/
2
"
EXISTING
COLUMN TO
REMAIN
5'
-
4
"
CL
HOLD
2" FIN.
CL
CL
EQ055EQ055
4'
-
0
"
2'
-
6
"
3'
-
5
5
/
8
"
3'
-
9
"
1'
-
6
"
CL
CL
CL
CL
CL
NEW ELECTRICAL PANEL
NEW ELECTRICAL PANEL
(2) TELCO RACKS, SEE ELECTRICAL
D-TUBE
EMS PANEL
ONE BOX
LAMINATE COUNTER WITH
CABINETS ABOVE AND BELOW.
SEE SHEET A.4.0.
LAMINATE COUNTER
WITH CABINETS ABOVE
AND BELOW. SEE
SHEET A.4.0
CLR.
18" MIN.
CL
A.3.1
3
A.3.1
1
A.4.0
3
EQ
.
EQ
.
CL
2'-6"
CL
EQ.
EQ.
15'-0"
8'-0"7'-0"4'-0"CLCLCL 4'-0"CL
CL
EQ421
EQ420
EQ063
SEE DETAIL 9/A.3.1
FOR TYPICAL REAR
DOOR SIGNAGE
1'-3"
2'-7"CL
CL
2'-6"
CL
EQ852
11'-6 3/4"
DOORS AND
FIXTURES SEE DETAIL 8/A.3.1
FOR TYPICAL FRONT
DOOR SIGNAGE
EQ355
EQ355
EQ240
(12" MIN.)
2'-0"
EQ021
A.3.1
5
A.3.3
1 Sim
EQ882
EQ882
PROVIDE UNISEX
RESTROOM SIGNAGE,
TYP AT EACH
RESTROOM, SEE 14/G.2.0
EQ881c
EQ881c
LC-36C LC-36C
9'-11" (V.I.F.)
8'
-
9
3
/
4
"
(
V
.
I
.
F
.
)
11'-5" (V.I.F.)
EQ313
EQ311
TYP.
1'
-
5
1
/
2
"
CL
(
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Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2024 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
KS
FL
DE
CT
AZ
AL
C-1967WY
RA011075GA
AR10400066IN
C 29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN 44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
NV 5521
WA 10344
13167AK
SD 11532
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2023-0069
Proposed
Store Design
for: VERIZON
Metro Pointe
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/24
3/15/24
FURNITURE, FIXTURE
AND EQUIPMENT PLAN
A.1.3
MB
KG
13 OF 81
1/4" = 1'-0"
Version: 070720
1 FURNITURE, FIXTURES & EQUIPMENT PLAN
NOTE: GC IS RESPONSIBLE TO VERIFY ALL QUANTITIES AND LENGTHS OF MATERIALS.
INVENTORY PRODUCTS PROVIDED AND INSTALLED BY GC
Type Name Count Manufacturer Model Description
EQ311 INVENTORY SLATWALL 14 KC STORE FIXTURES ITEM NO. 01121 8'W x 4'H GRAY MELAMINE SLATWALL W/ ALUMINUM INSERTS AND SLATWALL HOOKS. PROVIDE A TOTAL OF
15 ALUMINUM INSERTS (EQ311a) AT 3" O.C. IN GROOVES FOR EACH SLATWALL. PROVIDE SLATWALL HOOKS
(EQ316) AS SPECIFIED IN SCHEDULE. PROVIDE TRIM MOULDING (ITEM 01421) AT ALL EXPOSED EDGES.
EQ311a ALUMINUM INSERTS 210 KC STORE FIXTURES ITEM NO. 01403 96" LONG ALUMINUM SLATWALL INSERTS
EQ312 12" DEEP SLATWALL SHELF 13 KC STORE FIXTURES ITEM NO. 62162 3/4" X 12" X 48" WHITE THERMALLY FUSED MELAMINE SHELF SUPPORTED BY SLATWALL 12" CHROME SHELF
BRACKETS @ 24" MAX. SPACING.
EQ313 14" DEEP SLATWALL SHELF 22 KC STORE FIXTURES ITEM NO. 62174 3/4" X 14" X 48" WHITE THERMALLY FUSED MELAMINE SHELF SUPPORTED BY SLATWALL 14" CHROME SHELF
BRACKETS @ 24" MAX. SPACING.
EQ314 12" SHELF BRACKET 35 KC STORE FIXTURES ITEM NO. 01703 12" SLATWALL SUPPORT BRACKET-CHROME
EQ315 14" SHELF BRACKET 62 KC STORE FIXTURES ITEM NO. 01704 14" SLATWALL SUPPORT BRACKET-CHROME
EQ316 SLATWALL PEG 500 KC-STOREFIXTURES ITEM #01848 SLATWALL HOOK, 12" LONG - 1/4" WIRE CHROME
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
NOTES:
• ALL QUANTITIES GIVEN ARE CALCULATED FROM DRAWINGS PROVIDED AND ARE INTENDED TO
ASSIST THE VENDOR IN COMPILING ORDERS. VENDOR IS STILL RESPONSIBLE FOR TOTAL
QUANTITIES REQUIRED TO INSTALL A FULL AND COMPLETE JOB AND FOR FINAL FIELD
MEASUREMENTS IF NECESSARY.
• ALL BACK-OF-HOUSE MILLWORK SHALL BE BY GENERAL CONTRACTOR'S MILLWORK
CONTRACTOR.
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2024 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
KS
FL
DE
CT
AZ
AL
C-1967WY
RA011075GA
AR10400066IN
C 29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN 44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
NV 5521
WA 10344
13167AK
SD 11532
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2023-0069
Proposed
Store Design
for: VERIZON
Metro Pointe
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/24
3/15/24
FURNITURE, FIXTURE
AND EQUIPMENT
SCHEDULE
A.1.4
MB
KG
14 OF 81
Fixture, Furniture & Equipment Schedule
Type Name Count Manufacturer Model
PROVIDED BY INSTALLED BY
Description VersionVZ GC VZ GC
EQ331 PHONE CHARGING STATION 1 CISCO UNIFIED WIRELESS IP PHONE 7925G
MULTICHARGER
X X TYPICALLY LOCATED IN THE INVENTORY ROOM, CPM TO VERIFY W/ LOCAL
OPS.
50918
NEW FIXTURE, FURNITURE & EQUIPMENT
B02 FLOOR COPIER 1 RICOH MP C3004 X X VERIZON EUS TEAM PROVIDES AND INSTALLS THIS ITEM FOR LARGE STORES
ONLY
82421
B03 DESKTOP PRINTER 1 RICOH IM C300 X X VERIZON EUS TEAM PROVIDES AND INSTALLS THIS ITEM 19.6" x 22.1" x 20.1"
(WxHxD), ALLOW 25" W x 25" H x 28" D FOR PROPER CLEARANCE
OPTIONAL FOR SMALL STORES
92222
B018d MONITOR 3 X X MONITOR 71419
CM SECURITY MONITOR 2 X X SECURITY MONITOR. GC SHALL MOUNT MONITOR MOUNTING BRACKET AND
SECURITY MONITOR.
12421
D TUBE RECORD DRAWING TUBE 1 X X 2'-3" LONG x 4" DIA RECORD DRAWING TUBE. LOCATED ON WALL IN TELCO
ROOM. VERIFY LOCATION WITH VZ PM
42418
EQ011 EMPLOYEE LOCKERS 1x5 5 GRAINGER ITEM NO. 4LA19
MFG #BS5-121512-1MG
X X BOX LOCKER, ASSEMBLED (5) PERSON - COLOR: GRAY - 12"x15"x66" OVERALL
DIMENSIONS, 9.625"x10.625"x12.875" OPENING DIMENSIONS. (1) PER EMPLOYEE
WHEN POSSIBLE; GC TO SECURE TO WALL.
11124
EQ020 BULLETIN BOARD - SMALL 2 GRAINGER ITEM NO. 1YXH3 X X QUARTET 4'X3' PRESTIGE EMBOSSED FOAM BULLETIN BOARD - MANAGER.
OFFICE - BLACK WITH GRAY TRIM FRAME. TOP OF BOARD MOUNTED AT 7'-0"
A.F.F.
50420
EQ021 BULLETIN BOARD - LARGE 1 GRAINGER ITEM NO. 1YXH2 X X QUARTET 6'X4' PRESTIGE EMBOSSED FOAM BULLETIN BOARD - BLACK WITH
GRAY TRIM FRAME. TOP OF BOARD MOUNTED AT 7'-0" A.F.F.
50420
EQ030 BULLETIN BOARD - LOCKING 1 GRAINGER ITEM NO. 6LUV0 X X ENCLOSED BULLETIN BOARD, CORK, 24"x18", PAINT CORK TO MATCH WALL IF
LOCAL CODES REQUIRE THAT THIS BE LOCATED ON THE SALES FLOOR. TOP
OF BOARD MOUNTED AT 7'-0" A.F.F.
50420
EQ050 RECYCLING BIN - BLUE 1 GRAINGER ITEM NO. 2FTG5 X X 'SLIM JIM' - BLUE 22"L x 11"W x 30"H - 23 GALLON - FOR RECYCLING 20619
EQ050a RECYCLING LID 1 GRAINGER ITEM NO. 6TUA3 (BLUE)X X RECYCLING LID 20619
EQ051 RECYCLING BIN - GREEN 1 GRAINGER ITEM NO. 2FTG6 X X 'SLIM JIM' - GREEN 22"L x 11"W x 30"H - 23 GALLON - FOR RECYCLING
CARDBOARD
20619
EQ051a RECYCLING LID 1 GRAINGER ITEM NO. 6TUA4 (GREEN)X X RECYCLING LID 20619
EQ052 REFUSE BIN - GRAY 1 GRAINGER ITEM NO. 2FTG3 X X 'SLIM JIM' - GRAY 22"L x 11"W x 25"H - 16 GALLON - FOR RECYCLING 82421
EQ055 WASTE BASKET 2 GRAINGER ITEM NO. 5W001 X X 7 GAL. RECTANGULAR WASTE BASKET, 15" H.52318
EQ063 CIGARETTE RECEPTACLE 1 GRAINGER ITEM NO. 3VPX2, Model #
FGSO8SU20PLBK
X X 9 GAL. HALF-ROUND ASH TOP/FRONT OPENING DECORATIVE ASH/TRAY CAN
CAN, 32"H, BLACK.
51222
EQ070 FIRE EXTINGUISHER CABINET 1 LARSEN'S
MANUFACTURING CO.
C2409-R X X CAMEO SERIES MODEL, CLEAR BUBBLE IN BLACK LETTERS; S.S. SATIN FINISH;
MOUNT 48" AFF TO THE TOP OF CABINET OPERATING HANDLE; GC TO VERIFY
FINAL LOCATIONS AND QUANTITIES W/ LOCAL FIRE MARSHALL. PROVIDE ONE
FIRE EXTINGUISHER (EQ071) WITH EACH CABINET
51418
EQ071 FIRE EXTINGUISHER 2 MP-10 X X GC TO VERIFY FINAL LOCATIONS & QUANTITIES W/ LOCAL FIRE MARSHALL.
SEE GENERAL NOTES FOR ADDITIONAL INFORMATION
51222
EQ081 KEYBOARD PLATFORM 2 GRAINGER ITEM: 22W780
MODEL: 8017901
X X FELLOWS KEYBOARD TRAY, BLACK 82421
EQ120 SHREDDING BIN 1 IRON MOUNTAIN JUNIOR - 20"W x 19.5"D x 26"H X X VERIZON FACILITIES TEAM PROVIDES AND INSTALLS THIS ITEM 82421
EQ210 REFRIGERATOR 1 VARIES GE, WHIRLPOOL, MAYTAG, LG
COLOR = BLACK
X X APPROVED ALTERNATIVES ACCEPTED, MUST MEET THE FOLLOWING
REQUIREMENTS: SOURCED LOCALLY, A CAPACITY OF AT LEAST 21 CUBIC
FEET, BLACK, BOTTOM FREEZER, ICE MAKER COMPATIBLE, REVERSIBLE
HINGLES, ENERGY STAR CERTIFIED, ADA COMPLIANT.
32822
EQ220 MICROWAVE 1 GRAINGER ITEM NO. 40GR47
MFR. MODEL # 40GR47
X X APPROVED ALTERNATES ACCEPTED, MUST MEET THE FOLLOWING
REQUIREMENTS: BLACK, CAPACITY OF AT LEAST 0.90 CU. FT. OPTION FOR
LARGER STORES.
82422
EQ230 COFFEE MAKER 1 KEURIG COMMERCIAL KEURIG K-1500 W/ STORAGE RACK &
STARTER BUNDLE
X X KEURIG K-1500 COMMERCIAL COFFEE MAKER WITH 4-SLEEVE K-CUP POD
STORAGE RACK & 4 BOXES K-CUP PODS STARTER BUNDLE.
https://commercial.keurig.com/b/Keurig-K-1500-Commercial-Coffee-Maker-4-boxes-start
er-bundle
51222
EQ240 PAPER TOWEL DISPENSER 1 GRAINGER ITEM NO. 12V373
MFR. MODEL # 52720
X X GEORGIA-PACIFIC, CHROME, PERFORATED ROLL TOWEL DISPENSER - MOUNT
UNDER UPPER MILLWORK
82421
EQ241 COAT RACK 4 GRAINGER ITEM NO. 45NG76
MFR. MODEL # 45NG76
X X 6 HOOK WALL COAT RACK, 36" W x 7" T x 3 3/4", ONE AT +60" A.F.F AND ONE AT
+48" A.F.F.
32321
EQ242 FIRST AID CABINET-FULL 1 GRAINGER ITEM NO. 58MN91
VERIZON CUSTOM KIT
X X MEDIQUE, METAL, WHITE FIRST AID CABINET. MOUNT LATCH OF CABINET AT
+48" A.F.F.
GRAINGER TO SHIP WITH SUPPLIES ON 1ST ORDER + LABEL
* BOX CAN BE ORDERED EMPTY IF NEEDED
70720
EQ250 WATER FILTRATION 1 QUENCH QUENCH Q5CT (COUNTER)X X VERIZON FACILITIES PROVIDES, QUENCH SENDS UNIT OUT W/ INSTALLERS
(Q5CT: 17.9H x 11.6W x 17.5D)
13121
EQ318 LOCK BOX 1 GRAINGER 5KDJ7 X X TO BE INSTALLED IN INVENTORY ROOM FOR FULL SIZE STORES; CAN BE
LOCATED IN OTHER ROOMS IN SMALL STORES AS NEEDED.
1 WEEK LEAD TIME. LOCK BOX TO BE MOUNTED THAT THE TOP OF THE
CONTROLS AT 48" A.F.F.
112917
EQ320 SAFE INVENTORY 1 ROLLAND MODEL = B180
SIZE = 72"H x 35"W x 26.75"D
WEIGHT = 825 LBS
X X ROLLAND B-180. PROVIDED AND INSTALLED BY VERIZON. VERIZON REP TO
CONTACT SARA GORDER AT SGORDER@ROLLANDSOLUTIONS.COM OR
GISELLE GONZALEZ AT GGONZALEZ@ROLLANDSOLUTIONS.COM, GISELLE
DIRECT LINE AT (214) 228-8920.
82421
EQ322 SAFE-CASH 1 FIRE KING B4225DMSR4SR4MK X X EXTERIOR: 42”H x 25”W x 18”D WEIGHT: 425 LBS.
ORDERED BY VERIZON CPM; INSTLLED BY VERIZON CPM PREFERRED
INSTALLER. TO BE INSTLLED IN INVENTORY ONLY. VENDER TO BOLT SAFE TO
FLOOR. KEY PAD MODEL SR44 PER COORPORATE SECURITY.
82421
EQ355 TABLET CHARGING STATION 2 EUS / IT PROVIDED BY EUS / IT X X VERIZON IT PROVIDES AND CONSTRUCTS; G.C. INSTALLS RACK 71419
EQ411 SHELF - JANITORIAL - 48"W 1 GRAINGER ITEM NO. 5GPK1
MFR. MODEL # 5GPK1
X X FREESTANDING STEEL WIRE SHELVING, 300 LB CAPACITY, CHROME PLATED,
(5) SHELVES - GC TO SECURE TO WALL- 18"D x 48"W x 74" H (USE IN LARGE
STORES)
21519
EQ420 LADDER HANGER 4 GRAINGER Item No. 4ERW4 X X HEAVY DUTY DOUBLE-ARM FOAM-PADDED STEEL HOOK - MTD. IN JANITOR'S
CLOSET - bottom at @ 8'-6" AFF
21419
EQ421 8' LADDER 2 GRAINGER ITEM NO. 6YG81
MFR. MODEL # T6208
X X 8 ft. FIBERGLASS LADDER W/ 300 LB. MAX LOAD CAPACITY; G.C. TO HANG
LADDER IN JANITOR'S CLOSET (LOCATE WHERE NEEDED IN SMALLER
STORES)
71419
EQ422 6' LADDER 1 GRAINGER ITEM NO. 6YG80
MFR. MODEL # T6206
X X 6 ft. FIBERGLASS LADDER W/ 300 LB. MAX LOAD CAPACITY; G.C. TO HANG
LADDER IN JANITOR'S CLOSET (NOT REQUIRED IN SMALLER STORES)
71419
EQ423 STEP LADDER 1 GRAINGER ITEM # 455C39
MFR. MODEL # 11903
X X 3 STEP FOLDING SAFETY STOOL W/ HANDRAIL, 44" TALL; 300 LB CAPACITY.
LOCATED IN INVENTORY ROOM
51222
EQ825 SMART BOARD GRAB BAR 1 X X CUSTOM GRAB BAR FOR SMART BOARD 31523
EQ852 HAND SANITIZER 3 KGPCo TZ-HSD-WMBKDTNPC X X HAND SANITIZER DISPENSER WITH DRIP TRY.
CONTACT GLEN CRONKRITE: 979-224-4056, glendon.cronkrite@VZW.com
82421
EQ882 ELECTRICAL PANEL CLEARANCE SIGN 2 GRAINGER PRODUCT NO. 35JW93
MFR. MODEL NO. U4-1572-RD-5X7
X X SAFETY SIGN, "MUST BE KEPT CLEAR", 7" H x 5" W. ISNTALL ON THE OUTSIDE
FACE OF THE ELECTRICAL PANEL DOOR, CENTER LEFT TO RIGHT, TOP TO
BOTTOM WITH PANEL DOOR.
51418
EQ885a EXIT SIGN 2 ADA SIGN FACTORY
(ADASIGNFACTORY.C
OM)
SKU: EPC63 X X 3"H X 6"W X 1/16"D WITH CUSTOM TEXT "EXIT" - COLOR: BLACK
BACKGROUND/WHITE TEXT. SEE WALL MOUNTED SIGNAGE DEATILS ON THE
ACCESSIBILITY DETAILS SHEET FOR ALL STATE AND LOCAL REQUIREMENTS
82522
EQ885c TO RESTROOM SIGN 1 ADA SIGN FACTORY
(ADASIGNFACTORY.C
OM)
SKU: EPC63 X X 3"H X 6"W X 1/16"D WITH CUSTOM TEXT "TO RESTROOM" - COLOR: BLACK
BACKGROUND/WHITE TEXT. SEE WALL MOUNTED SIGNAGE DEATILS ON THE
ACCESSIBILITY DETAILS SHEET FOR ALL STATE AND LOCAL REQUIREMENTS
82522
FN010 CHAIR - STACKABLE ARMLESS 2 CONTINENTAL MODEL NO. 90 SB-BK-CG X X ON CALL, SIDE CHAIR, ARMLESS. COLOR :BLACK (BREAK AREA & MGR.
OFFICE GUEST CHAIR)
70720
FN011 TRAINING TASK CHAIR 2 CONTINENTAL MODEL NO.
2223.B1.T-Z1-B5-C16-MC20-FABRIC-GRD
1- SUGARLICORICE- KD
X X TASK, HIGHBACK, MESH BACK, SWIVEL TILT, NO ARMS. COLOR: BLACK 70620
FN012 DESK CHAIR 1 Continental MODEL NO.
2223.B1.A128-Z1-B5-C16-MC20-FABRIC-
GRD 1-SUGARLICORICE-KD
X X FOR USE @ MGR. OFFICE & INVENTORY DESKS 70620
FN218A TABLE - BREAK ROOM (RECTANGLE) 1 CONTINENTAL X X SEE CONTINENTAL ORDER FORM FOR MODEL
36" TABLE; LAMINATE: DEISGNER WHITE; EDGE: DESIGNER WHITE; BASE:
BLACK
11124
FN411 DESK-60"1 CONTINENTAL SL3060DS X X 30" D x 60"W x 29 1/2"H - GENOA- DOUBLE PEDESTAL DESK - BOX/FILE ON BOTH
SIDES (FOR USE IN MANAGER'S OFFICE AND INVENTORY ROOM)
60220
SB SMART BOARD W/REMOTE CONTROL
DEVICE
1 SMART BOARD SMART BOARD X X SMART BOARD W/ REMOTE CONTROL DEVICE. GC SHALL MOUNT MONITOR
MOUNTING BRACKET AND SMART BOARD
12421
EQ311 INVENTORY SLATWALL 14 KC STORE FIXTURES ITEM NO. 01121 X X 8'W x 4'H GRAY MELAMINE SLATWALL W/ ALUMINUM INSERTS AND SLATWALL
HOOKS. PROVIDE A TOTAL OF 15 ALUMINUM INSERTS (EQ311a) AT 3" O.C. IN
GROOVES FOR EACH SLATWALL. PROVIDE SLATWALL HOOKS (EQ316) AS
SPECIFIED IN SCHEDULE. PROVIDE TRIM MOULDING (ITEM 01421) AT ALL
EXPOSED EDGES.
101523
EQ311a ALUMINUM INSERTS 210 KC STORE FIXTURES ITEM NO. 01403 X X 96" LONG ALUMINUM SLATWALL INSERTS 101523
EQ312 12" DEEP SLATWALL SHELF 13 KC STORE FIXTURES ITEM NO. 62162 X X 3/4" X 12" X 48" WHITE THERMALLY FUSED MELAMINE SHELF SUPPORTED BY
SLATWALL 12" CHROME SHELF BRACKETS @ 24" MAX. SPACING.
101523
EQ313 14" DEEP SLATWALL SHELF 22 KC STORE FIXTURES ITEM NO. 62174 X X 3/4" X 14" X 48" WHITE THERMALLY FUSED MELAMINE SHELF SUPPORTED BY
SLATWALL 14" CHROME SHELF BRACKETS @ 24" MAX. SPACING.
101523
EQ314 12" SHELF BRACKET 35 KC STORE FIXTURES ITEM NO. 01703 X X 12" SLATWALL SUPPORT BRACKET-CHROME 101523
EQ315 14" SHELF BRACKET 62 KC STORE FIXTURES ITEM NO. 01704 X X 14" SLATWALL SUPPORT BRACKET-CHROME 101523
EQ316 SLATWALL PEG 500 KC-STOREFIXTURES ITEM #01848 X X SLATWALL HOOK, 12" LONG - 1/4" WIRE CHROME 70620
EQ811 SEMI-RECESSED HAND DRYER 2 GRAINGER ITEM NO. 395P76 X X 'XLERATOR' HAND DRYER BRUSHED S.S. (TO BE INSTALLED W/ RECESS KIT:
GRAINGER ITEM #3DYH4) - MTD. ON WALL WITH NOISE REDUCTION NOZZLE
AND HEPA FILTER.
32621
EQ820 GRAB BAR (36)2 GRAINGER ITEM NO. 6RGG7 X X 36" STRAIGHT GRAB BAR FOR BEHIND TOILET - REFER TO TOILET ROOM
ELEVATIONS FOR PLACEMENT
13121
Fixture, Furniture & Equipment Schedule
Type Name Count Manufacturer Model
PROVIDED BY INSTALLED BY
Description VersionVZ GC VZ GC
EQ821 GRAB BAR (42)2 GRAINGER ITEM NO. 6RGG8 X X 42" STRAIGHT GRAB BAR FOR SIDE - REFER TO TOILET ROOM ELEVATIONS
FOR PLACEMENT
70620
EQ823 DOOR HOOK 2 GRAINGER ITEM NO. 4WMK9 X X USE FOR STANDARD TOILET ROOM DOORS 71419
EQ830 TOILET PAPER DISPENSER 2 GRAINGER ITEM NO. 4YRE4 X X REFER TO TOILET ROOM ELEVATIONS FOR PLACEMENT 101419
EQ833 SANITARY NAPKIN RECEPTACLE 2 GRAINGER ITEM NO. 1ECK9 X X SURFACE MOUNTED WASTE RECEPTACLE - REFER TO TOILET ROOM
ELEVATIONS FOR PLACEMENT
112917
EQ840 MIRROR 2 GRAINGER ITEM NO. 14C575 X X KETCHAM 24" x 36" MIRROR W/ STAINLESS STEEL FRAME; CENTER ABOVE
LAVATORY.
112917
EQ841 TOILET SEAT COVERS 2 GRAINGER ITEM NO. 1ECK2 X X TOUGH GUY TOILET SEAT COVER DISPENSER 112917
EQ850 HAND SOAP DISPENSER 2 GRAINGER ITEM NO. 15E821
MFR. MODEL # 1919-04
X X GOJO SOAP DISPENSER: AUTO, 1,200 ML REFILL SIZE, BLACK, CHROME
PLATED, LTX-12
110123
EQ851 HAND SOAP 2 GRAINGER ITEM NO.15E819
MFR. MODEL # 1911-02
X X GOJO HAND SOAP; 1,200 ML SIZE, MOISTURIZING, UNSCENTED, 2 PK 51222
EQ881c UNISEX TOILET ROOM SIGN 2 GRAINGER ITEM NO. 483U10 UNISEX X X (PICTO WITH BRAILLE) 9"H x 6"W (FLAT) - COLOR: BLACK/WHITE. SEE WALL
MOUNTED SIGNAGE DEATILS ON THE ACCESSIBILITY DETAILS SHEET FOR ALL
STATE AND LOCAL REQUIREMENTS
13121
EQ430 MOP RACK 1 GRAINGER ITEM NO. 22N326
MFR. MODEL # 22N326
X X TOUGH GUY MOP & BROOM HOLDER - MOUNTED ABOVE MOP SINK @ 48" AFF 71419
RETAIL FIXTURES
2-SW 2FT SLATWALL 3 TRIAD X X 2FT SLATWALL 92123
2-SW-SS 2FT SLATWALL SHELF SET 1 TRIAD X X 2FT SLATWALL SHELF SET 92123
2X3 BWPW PHOTO WALL 1 TRIAD X X 2X3 BLACK AND WHITE PHOTO WALL 80720
4-CD 4FT SHELF SET 3 TRIAD X X 4FT SHELF SET 51922
4-ETL 5G HUB UNIT 1 TRIAD X X 5G HUB UNIT 51922
4-ETL-5G 5G HUB UNIT 1 TRIAD X X 5G HUB UNIT 51922
4-POS 4FT POS 1 TRIAD X X 4FT POS 13121
4-SS-S 4FT SHELF SET 2 TRIAD X X 4FT SHELF SET WITH SLOT 51922
5-POS WORKSTATION POS 1 TRIAD X X POS IS NOT TO BE NICHED AND/OR SCRIBED TO WALLS. SPACE ON EACH SIDE
IS REQUIRED FOR ACCESS AND VENTILATION.
100922
AISLE 4FT AISLE FIXTURE 3 TRIAD X X AISLE FIXTURE 50622
BPK BILL PAYMENT KIOSK 1 X X VERIZON I.T. PROVIDES, CONSTRUCTION TO BOLT UNIT(S) TO FLOOR. 61620
BSTL BAR STOOL 17 TRIAD V002-13-797 X X BAR STOOL 61620
BW BRAND WALL 3 TRIAD X X BRAND WALL 61620
CB-6 SMALL COLLABORATION BAR 1 TRIAD X X SMALL COLLABORATION BAR 42423
CT-10-TAB LARGE COLLABORATION TABLE WITH
TABLET
1 TRIAD X X LARGE COLLABORATION TABLE WITH TABLET (INCLUDES (1) EQ-055 WASTE
BASKET PER)
42423
CT-10-TAB LARGE COLLABORATION TABLE WITH
TABLET
1 TRIAD X X LARGE COLLABORATION TABLE WITH TABLET (INCLUDES (1) EQ-055 WASTE
BASKET PER)
42423
DIGITAL-2 DIGITAL DISPLAY 1 TRIAD X X DOUBLE SIDED DIGITAL DISPLAY 61620
DR DEVICE RACK 5 TRIAD X X DEVICE RACK 61620
EQ-01 PICTURE RAIL 1 TRIAD X X MONITOR 51822
EXP-LG LARGE EXPERIENCE TABLE 1 TRIAD X X LARGE EXPERIENCE TABLE 72823
L-INT INTERIOR LOCKER 1 TRIAD X X INTERIOR LOCKER 51922
MNT-BS MONITOR BLADE SHELF 2 TRIAD X X MONITOR BLADE SHELF 61620
SL SAFE LINK 1 X X SAFELINK KIOSK 12323
SPOT-N SPOTLIGHT NARROW FIXTURE 1 TRIAD X X SPOTLIGHT NARROW FIXTURE 62119
UB-6 6 FT UNIVERSAL BENCH 1 TRIAD X X 6 FT UNIVERSAL BENCH 50123
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
WALL FINISH NOTES:
1. PROVIDE CORNER GUARDS ON EXPOSED CORNERS
AS INDICATED IN RETAIL SALES.
2. PROVIDE FRP CORNER GUARDS ON EXPOSED
CORNERS AS INDICATED IN OPEN OFFICE.
3. PROVIDE FRP TO +52" A.F.F.,TYP.
4. PROVIDE FRP BETWEEN BACKSPLASH AND BOTTOM
OF UPPER CABINET AT LAMINATE COUNTER LOCATION,
TYP.
5. PAINT DOORS & FRAMES IN SALES AREA TO MATCH
ADJACENT WALL FINISH, HEAVY DUTY WASHABLE SEMI-
GLOSS.
6. PAINT DOORS AND FRAMES IN NON-SALES AREA TO
MATCH ADJACENT WALL UNLESS OTHERWISE NOTED IN
THE DOOR SCHEDULE, HEAVY DUTY WASHABLE SEMI
GLASS ALKYD.
7. OMIT WALL BASE BEHIND ALL MILLWORK WALL
DISPLAY UNITS. ALL MILLWORK WALL DISPLAY UNITES
COME WITH A PRE-INSTALLED BASE.
FLOOR FINISH NOTES:
1. ALL DIMENSIONS ARE FINISH DIMENSIONS.
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS
PRIOR TO ORDERING MATERIALS
3. SEE FINISH SCHEDULE FOR SPECIFICATIONS
4. GC SHALL APPLY TWO-PART EPOXY FLOOR SEALER
TO SLAB.
FLOOR FINISH PLAN LEGEND
* SEE ROOM FINISH SCHEDULE
XXX
CG
FINISH KEY:
FINISH SYMBOL, REFER TO
FINISH SCHEDULE
FRP FINISH ON WALL
FLOOR FINISH TRANSITION
CORNER GUARDS
X-X
REFER TO SHEET A.6.1 FOR FINISH SCHEDULE
(VF-2) VINYL COMPOSITE
FLOORING
(C-4) CARPET
(M-4) ENTRANCE MATTING
(CT-4) CERAMIC/PORCELAIN TILE
(CP-1) CONCRETE SEALER
LINE OF EXISTING FINISHED FLOOR
SETTING BED AS REQUIRED
BLACK HONED MARBLE SADDLE
LINE OF FINISHED
WALL
LINE OF FINISHED WALL
CERAMIC/PORCELAIN TILE
1/8"
V.I.F.
±
3
/
8
"
4 7/8"
3/
8
"
1/
4
"
CARPET TILE
CARPET TILE
LINE OF EXISTING
CONCRETE SLAB
BURKE MERCER MOULDING
#710 OR EQUAL,
COLOR: 523 BLACK BROWN
CONCRETE SLAB
LINE OF EXISTING
CONCRETE SLAB
CARPET TILE
1/8" THICK SATIN ANODIZED ALUMINUM ANGLE,
"SCHENE" #AE45 (VERIFY HEIGHT AS
REQUIRED) BY
SCHLUTER SYSTEMS,
TEL: (800) 472-4588, OR APPROVED EQUALVINYLTILE
VINYLTILE
LINE OF EXISTING FINISHED FLOOR
SETTING BED AS REQUIRED
BLACK HONED MARBLE SADDLE
LINE OF FINISHED
WALL
LINE OF FINISHED WALL
PORCELAIN TILE
1/8"
V.I.F.
±
3
/
8
"
4 7/8"
3/
8
"
1/
4
"
ALUMINUM DOOR THRESHOLD
PROVIDE FRP-6 TO +52" A.F.F.
(TYP.), UNLESS OTHERWISE NOTED.
PROVIDE FRP-6
BETWEEN BACKSPLASH
AND BOTTOM OF
UPPER CABINET AT
LAMINATE COUNTER
LOCATION, TYP.
VINYL TILE LAYOUT START POINT
AND INSTALL IN STACKED BOND PATTERN
PER MANUFACTURERS INSTALLATION
METHODS.
CORNER GUARD (CG-1)
BLACK HONED MARBLE
SADDLE, TYP.
VF-2 CT-4
RECESSED SLATWALL, SEE
DETAIL 2/A.5.0
RETAIL SALES
101
OPEN OFFICE
104
RESTROOM
102
RESTROOM
103
J.C.
107
TELCO
108
MANAGER
106
INVENTORY
105
EXISTING STAIR
(N.I.C.)
CL VF-2, ENTRY MAT &
NEW ENTRY DOORS
CT
-4
C-4
CERAMIC TILE
LAYOUT START POINT
CT-4 CT-4
CERAMIC TILE
LAYOUT START POINT
CL
10'-0"
VF-2 M-4
VF-2
PAINT EXISTING COLUMN P-1
(PLUG ANY HOLES PRIOR TO PAINTING)
WALL FLOOR BASE
RETAIL SALES
101
P-1, CG-1 VF-2, M-4 VB-1
WALL FLOOR BASE
J.C.
107
P-3,
FRP-6
CP-1 VB-1
WALL FLOOR BASE
TELCO
108
P-3 CP-1 VB-1
WALL FLOOR BASE
OPEN OFFICE
104
P-3,
FRP-6,
CG-6
C-4, M-4 VB-1
WALL FLOOR BASE
RESTROOM
103
P-3,
FRP-6
CT-4 CTB-4
WALL FLOOR BASE
RESTROOM
102
P-3,
FRP-6
CT-4 CTB-4
WALL FLOOR BASE
INVENTORY
105
P-3 C-4 VB-1
WALL FLOOR BASE
MANAGER
106
P-3 C-4 VB-1
BLACK HONED
MARBLE SADDLE, TYP.
ALUMINUM DOOR THRESHOLD
CORNER GUARD (CG-1)
CORNER
GUARD (CG-1)
M-4
1'-6"1'-6"
LOCATION
OF FRP-6
3'-0"
3
'
-
0
"
CG-6, ACROVYN CORNER
GUARDS TYP AT BOH
WHERE INDICATED
C-4 CP-1
5'-0"
4'
-
0
"
M-4
CARPET TILE LAYOUT
START POINT
C-4
M-4
PROVIDE FRP-6
BETWEEN BACKSPLASH
AND BOTTOM OF
UPPER CABINET AT
LAMINATE COUNTER
LOCATION, TYP.
C-4
C-4
C-4
C-4
C-4
CP-1
CP-1
C-4
APPROXIMATE LOCATION OF
NEW LEASE LINE
NEW CORIAN SILL (SS-1)
P-1
P-
1
P-1
SEE DETAIL 8 FOR
RESTROOM TILE BASE, TYP.
M-4 CP-1
COOL GRAY 10 WINDOW FILM COOL GRAY 10 WINDOW FILM
C-4 VF-2
FUTURE TENANT
(N.I.C.)
3'
-
0
"
SEE DETAIL 5, SIM.
SEE DETAIL 6
SEE DETAIL 3
SEE DETAIL 4
2
A.1.5
P-1
P-1P-3
P-1 P-3
ALCOVE FINISH
IS P-1, (NO FRP)
FLOORING PREP NOTES
ALL CONCRETE FLOORING SUBSTRATES SHALL BE COATED WITH SPECIFIED 2-PART EPOXY
MOISTURE BARRIER, EXCEPT FOR TELCO & JANITOR CLOSET, PRIOR TO INSTALLATION OF NEW
FLOOR FINISHES. REFER TO SPECIFICATION IN STANDARD FINISHES SCHEDULE ON SHEET.
INSTALLATION SHALL BE PER THE MANUFACTURER’S INSTRUCTIONS. CONCRETE SUBSTRATE SHALL
BE GROUND OR SHOT-BLASTED PRIOR TO EPOXY COATING. GRINDING & SHOP BLASTING INCLUDES
REMOVAL OF ANY EXISTING MASTIC, ADHESIVE, FLOOR STONE, OR LEVELING COMPOUND. A
MANUFACTURER-RECOMMENDED PRIMER SHALL BE INSTALLED DIRECTLY OVER EPOXY COATING
PRIOR TO INSTALLATION OF ANY NEW FLOOR FINISH OTHER THAN CARPET, INCLUDING NEW FLOOR
STONE, LEVELING COMPOUND, OR OTHER UNDERLAYMENT MATERIAL.
NEW CARPET AREAS:
WHERE NEW CARPET WILL BE LOCATED IN AREAS OF EXISTING EPOXY/POLYMER FLOORING,
INSTALL CARPET DIRECTLY OVER EPOXY/POLYMER. PRIOR TO CARPET INSTALLATION, CLEAN
EPOXY/POLYMER AND VERIFY THAT THERE ARE NO EXISTING AREAS OF DELAMINATION.
NEW CERAMIC TILE AREAS:
WHERE NEW CERAMIC TILE WILL BE LOCATED IN AREAS OF EXISTING EPOXY/POLYMER FLOORING,
CLEAN THE EPOXY/POLYMER WITH A HIGH ALKALINE PSP PRODUCT, FOLLOWED BY INSTALLATION
OF TEC TA560 MULTI-PURPOSE PRIMER AT FULL STRENGTH. PRIOR TO PRIMER COATING, VERIFY
THAT THERE ARE NO EXISTING AREAS OF DELAMINATION. INSTALL TILE USING A MODIFIED LATEX
MORTAR.
NEW LUXURY VINYL TILE AREAS:
FOR ANY PORTIONS OF LUXURY VINYL TILE TO BE INSTALLED OVER EXISTING EPOXY/POLYMER
FLOORING, SCARIFY THE EPOXY/POLYMER BY BEAD-BLASTING. PRIOR TO INSTALLING LVT OR
ANY LEVELING COMPOUNDS, VERIFY THAT THERE ARE NO EXISTING AREAS OF DELAMINATION.
APPLY GLUE AND INSTALL THE LVT AS DIRECTED BY THE MANUFACTURER.
SUBSTRATE CERTIFICATION AND INSPECTION
MEASUREMENTS FOR FLATNESS ARE TO BE PERFORMED WITH A ROTARY LASER, A DRY
LINE, AND A 10' STRAIGHTEDGE.
THE ROTARY LASER IS TO BE SET LEVEL AND A MINIMUM OF 8 MEASUREMENTS MADE IN A
RADIAL PATTERN.
THE SLAB MUST MEET THE TOLERABLE LIMITS OF THE MANUFACTURER, CONCRETE, AND
WOOD SUBFLOORS FLAT TO WITHIN 3/16" IN 10 FEET.
ARCHITECTURAL SYSTEMS, INC. IS THE ACCEPTABLE STANDARD FOR THE INSPECTION.
A REPORT ALONG WITH PHOTOS MUST BE SUBMITTED AFTER THE INSPECTION IS
PERFORMED SIMILAR TO THE ATTACHED FILE.
PLEASE REFER THE GC'S TO THE NATIONAL INSTITUTE OF CERTIFIED FLOORCOVERING
INSPECTORS TO FIND QUALIFIED INSPECTORS IN THEIR AREA. THE WEBSITE IS
HTTP://WWW.NICFI.ORG/
ALUMINUM 1/2" SADDLE THRESHOLD
AS PER A.D.A. REQUIREMENTS
1/8" THICK SATIN ANODIZED ALUMINUM
ANGLE "SCHIENE" AE110 (VERIFY HEIGHT
AS REQUIRED) BY SCHLUTER SYSTEMS
OR APPROVED EQUAL.
VINYL FLOORINGEXISTING UNFINISHED FLOOR
CONTRACTOR SHALL FEATHER IN FLASHING A
MINIMUM OF 12" ALL AROUND HIGH POINT (OR AS
REQUIRED) TO KEEP A SMOOTH AND FLUSH
TRANSITION AND MAINTAIN A 1:48 MAX. SLOPE.
EXISTING EXTERIOR SURFACE FINISH
2
1
ENTRY MAT
FRONTRUNNER LP PLUS
1/
4
"
M
A
X
.
MA
X
.
1/
2
"
15/16"
SLOPED
12" MIN.±3
/
1
6
"
±3
/
1
6
"
SEE PLAN
ADD CAULKING AT
WALL PERIMETER
SCHLUTER EDGE TRIM,
SEE FINISH SCHEDULE
TILE BASE, SEE FINISH
SCHEDULE
FINISH FLOORING
PLACE TILE BASE ABOVE
FINISH FLOORING
FACE OF WALL
ADD GROUT BETWEEN
TILE BASE AND
SCHLUTER, SEE FINISH
SCHEDULE
ADD GROUT BETWEEN
FLOORING AND TILE BASE,
SEE FINISH SCHEDULE
LINE OF EXISTING
CONCRETE SLAB
CARPET TILE
1/8" THICK SATIN ANODIZED ALUMINUM ANGLE,
"SCHENE" #AE45 (VERIFY HEIGHT AS
REQUIRED) BY
SCHLUTER SYSTEMS,
TEL: (800) 472-4588, OR APPROVED EQUALPORCELAIN TILE
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2024 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
KS
FL
DE
CT
AZ
AL
C-1967WY
RA011075GA
AR10400066IN
C 29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN 44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
NV 5521
WA 10344
13167AK
SD 11532
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2
3
.
r
v
t
2023-0069
Proposed
Store Design
for: VERIZON
Metro Pointe
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/24
3/15/24
FLOOR AND WALL FINISH
PLAN AND DETAILS
A.1.5
MB
KG
15 OF 81
FLOOR FINISH AREAS
FINISH TAG FINISH DESCRIPTION
APPROXIMATE
AREA
C-4 CARPET (C-4)930 SF
CP-1 CONCRETE SEALER (CP- 1) 165 SF
CT-4 CERAMIC TILE (CT-4) 136 SF
M-4 CARPET (M-4)83 SF
VF-2 VINYL FLOORING (VF-2)-GRID 1342 SF
12" = 1'-0"6 CARPET TO CERAMIC/PORCELAIN TILE DETAIL
12" = 1'-0"5 CARPET TO SLAB DETAIL
12" = 1'-0"4
VINYL TILE FLOOR
TO CARPET DETAIL
12" = 1'-0"3
VINYL TILE FLOOR
TO CERAMIC/PORCELAIN TILE DETAIL
1/4" = 1'-0"
Version: 070720
1 FLOOR FINISH PLAN
**ALL QUANTITIES GIVEN ARE CALCULATED FROM
DRAWINGS PROVIDED AND ARE INTENDED TO ASSIST THE
VENDOR IN COMPILING ORDERS. VENDOR IS STILL
RESPONSIBLE FOR TOTAL QUANTITIES REQUIRED TO
INSTALL A FULL AND COMPLETE JOB AND FOR FINAL FIELD
MEASUREMENTS IF NECESSARY.
12" = 1'-0"2 ENTRY THRESHOLD TO ENTRY MAT TO VINYL TILE FLOOR DETAIL
Version: 052720
12" = 1'-0"8 TYPICAL RESTROOM WALL BASE DETAIL
Version: 110620
12" = 1'-0"7 PORCELAIN TILE TO CARPET DETAILNOT U
S
E
D
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
2"
2'-7 3/4"
EQ.
2'-7 3/4"
EQ.2"
2'-7 3/4"
EQ.2"
6'-0"
2"
±10 1/2"
2"2"
2"
2'
-
1
3
/
4
"
2"
7'
-
4
1
/
4
"
2"
8'
-
0
"
2"
MODIFIED PLANTER
ALIGN PLANTER CAP EDGE WITH MULLION EDGE
FINISH TO MATCH EXISTING WALL
EXISTING PLANTER
NEW STOREFRONT
15'-9 3/4"
NEW SIGN, SUBMITTED BY OTHERS
UNDER SEPERATE COVER
N.I.C.
FUTURE TENANT
14
'
-
4
5
/
8
"
1'
-
1
0
"
EXTERIOR EGRESS LIGHT SEE
ELECTRICAL DRAWINGS
SEE DETAIL
10/A.3.1 FOR
DOOR
SIGNAGE
EXISTING STOREFRONT
TO REMAIN
EXISTING AWNING TO REMAIN
EXISTING FACADE TO REMAIN
NEW 1" STOREFRONT GLASS. MULLIONS
TO MATCH EXISTING. PATCH EXISITNG
ADJACENT MULLIONS AS NEEDED
ALIGN
WITH
EXISTING
MULLION
TOTAL BUSINESS ELEVATION AREA (PRIMARY):
66.88' X 15' = 1003.2 SF
10% TOTAL ELEVATION AREA: 100.32 SF
PROPOSED: 35SF + 35SF = 70SF
TOTAL ELEVATION AREA CALCULATION:
PRIMARY ELEVATION:
10% TOTAL ELEVATION AREA
SECONDARY ELEVATION:
5% TOTAL ELEVATION AREA
NEW SIGN, SUBMITTED BY OTHERS
UNDER SEPERATE COVER
SKEWED EX STOREFRONT TO REMAIN 3'-0"
1 3/4"
1
3
/
4
"
7'
-
4
1
/
2
"
1
3
/
4
"
2'
-
2
1
/
4
"
1
3
/
4
"
66'-10 11/16"
15
'
-
0
"
1'
-
1
0
"
TOTAL BUSINESS ELEVATION AREA (SECONDARY):
62.33' X 15' = 935 SF
5% TOTAL ELEVATION AREA: 46.75 SF
PROPOSED: 35SF
NEW SIGN, SUBMITTED BY OTHERS
UNDER SEPERATE COVER
62'-3 15/16"
15
'
-
0
"
1'
-
1
0
"
PROVIDE OPENING FOR NEW
3'-0" X 7'-0" EGRESS DOOR.
SEE ARCHITECTURAL PLAN AND
DOOR SCHEDULE.
EXISTING STOREFRONT TO REMAIN, PROVIDE COOL
GRAY 10 WINDOW FILM, SEE FINISH SCHEDULE
PROVIDE OPENING FOR
EXHAUST LOUVER, SEE
MECHANICAL DRAWINGS
PROVIDE OPENING FOR OUTSIDE AIR INTAKE, SEE
MECHANICAL DRAWINGS
SEE DETAIL 9/A.3.1 FOR DOOR
SIGNAGE
EXTERIOR EGRESS LIGHT SEE
ELECTRICAL DRAWINGS
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2024 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
KS
FL
DE
CT
AZ
AL
C-1967WY
RA011075GA
AR10400066IN
C 29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN 44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
NV 5521
WA 10344
13167AK
SD 11532
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2
3
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0
0
6
9
-
B
I
M
2
3
.
r
v
t
2023-0069
Proposed
Store Design
for: VERIZON
Metro Pointe
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/24
3/15/24
EXTERIOR ELEVATIONS
AND DETAILS
A.3.0
MB
KG
16 OF 81
1/4" = 1'-0"1 PROPOSED FRONT ELEVATION
Version: 050319
1/4" = 1'-0"2 PROPOSED SIDE ELEVATION
Version: 050319
1/4" = 1'-0"3 PROPOSED SIDE ELEVATION
Version: 050319
1/4" = 1'-0"4 PROPOSED REAR ELEVATION
Version: 050319
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
T ectonic Cop yright 2007 OUTLINE OF 5-POS
PANIC BUTTON
VOLUME CONTROL
MAXIMUM AREA FOR
MOUNTING DEVICES
SHUTTER KEY SWITCH
-MAINTAIN 3" SEPARATION BETWEEN PANIC BUTTON
AND KEY PAD, WHEN PLACED ADJACENT.
MAX.
12"
24" MAX.44
"
A
.
F
.
F
.
2X3 BWPW
DRDR DR DR DR
EQ-01
MNT-BS
EQ070
UB-6 VB-1 BASE, TYP.
NO WALL BASE REQUIRED BEHIND FIXTURES, TYP.
P-1
P-1
TRACK WITH LIGHTS, HEADS TO BE AIMED AT DR FIXTURESTRACK WITH LIGHTS, HEADS TO BE AIMED AT BWPW
GYP. CEILING +11'-0"
A.F.F.
FINISH FLOOR 0'-0"
A.3.2
2
VB-1 BASE, TYP.
NO WALL BASE REQUIRED BEHIND FIXTURES, TYP.
P-1
TRACK WITH LIGHTS, HEADS TO BE AIMED AT WALL MOUNTED 4-XX FIXTURES
GYP. CEILING +11'-0"
A.F.F.
FINISH FLOOR 0'-0"
4-ETL-5G2-SW-SS4-SS-S4-SS-S4-ETL2-SW
P-1
(OPEN)
A.3.2
1
EQ885c
P-1 2 COLUMN FURROUT,
PROVIDE CG-1
CG-1
VB-1 BASE, TYP.NO WALL BASE REQUIRED BEHIND FIXTURES, TYP.
P-1
TRACK WITH LIGHTS, HEADS TO BE AIMED AT WALL MOUNTED 4-XX FIXTURESHEAD TO BE AIMED AT BPK
GYP. CEILING +11'-0"
A.F.F.
FINISH FLOOR 0'-0"
2-SWL-INT4-CD4-CD4-CD2-SWBPK
P-1
DIGITAL-2
NEW STOREFRONT
SECURITY SHUTTER
VB-1 BASE, TYP.
P-1
SECURITY SHUTTERS MOUNTED
ABOVE WINDOW OPENING, TYP
AT FRONT STOREFRONT
GYP. CEILING +11'-0"
A.F.F.
FINISH FLOOR 0'-0"
EQ885a
DIGITAL-2
F9F9
CB-6
FURRED OUT SILL WITH NEW CORIAN TOP, SEE 8/A.5.0
P-1
MANUAL SHUTTER AT DOORS
NEW STOREFRONT AND ENTRY DOORS
EXISTING STOREFRONT TO
REMAIN
CL
NOTE:
• ALL GRAPHICS SHOWN ARE TO BE
APPLIED TO THE INTERIOR SIDE OF
ONE DOOR. STORE ADDRESS TO BE
LEFT ALIGNED WITH ALL SIGNAGE.
• DIAGRAM IS FOR REFERENCE ONLY.
REFER TO SIGNAGE DRAWINGS FOR
EXACT DIMENSIONS
REAR DOOR SIGN
ALL GRAPHICS SHOWN ARE SELF-
ADHESIVE VINYL, TO BE APPLIED TO
THE EXTERIOR OF THE REAR ENTRY
DOOR. IF THERE ARE TWO DOORS,
GRAPHICS ARE ALWAYS APPLIED TO
THE LEFT DOOR AS SEEN FROM THE
EXTERIOR
"NO SMOKING" DECAL - 5x7, CENTERED
ON DOOR - MUST INCLUDE 25' AND
E-CIGARETTE REQUIREMENT IN TEXT
EMPLOYEES ONLY
4'
-
7
"
4'
-
9
"
5'
-
0
"
SURVEILLANCE WARNING DECAL,
CENTERED ON DOOR
4'
-
3
"
2"
"EMPLOYEES ONLY" TEXT, INDIVIDUAL
LETTERS, CENTERED ON DOOR
PEEP HOLE (VERIFY HEIGHT)
1234
ADDRESS NUMBERS VERIES PER LOCATION
ALL GRAPHICS PROVIDED AND INSTALLED
BY SIGNAGE VENDOR
6'
-
0
"
4"
2"
DIAGRAM IS FOR REFERENCE ONLY.
REFER TO SIGNAGE DRAWINGS FOR EXACT
DIMENSIONS
SLATWALL (ALL AROUND PERIMETER
OF INVENTORY ROOM)
4" HIGH VINYL BASE
WALL MOUNTED ENS CHARGING STATION
LIGHT SWITCH. CUT OUT SLATWALL
AROUND LIGHT SWITCH. CUT
SLATWALL 1" MIN. AROUND
FINISHED COVER IF NEEDED.
TWO DUPLEX OUTLETS FOR ENS
CHARGING STATIONS. CUT
SLATWALL 1/4" MIN. AROUND
FINISHED COVER
1'-6"
SLATWALL (ALL AROUND PERIMETER OF
INVENTORY ROOM)
VINYL BASE
3/4" X 14" X 48" WHITE THERMALLY FUSED
MELAMINE SHELF SUPPORTED BY
SLATWALL 14" CHROME SHELF BRACKET
3/4" X 12" X 48" WHITE THERMALLY FUSED
MELAMINE SHELF SUPPORTED BY
SLATWALL 12" CHROME SHELF BRACKET
CHROME SLATWALL HOOKS
REPEAT MODULE AS SPACE ALLOWS
MIN.
18"
4'
-
6
"
1
8
"
1
3
"
8'
-
0
"
4"
TYP.
4'-0" SHELVING
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2024 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
KS
FL
DE
CT
AZ
AL
C-1967WY
RA011075GA
AR10400066IN
C 29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN 44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
NV 5521
WA 10344
13167AK
SD 11532
J:
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2
3
.
r
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2023-0069
Proposed
Store Design
for: VERIZON
Metro Pointe
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/24
3/15/24
INTERIOR ELEVATIONS
A.3.1
MB
KG
17 OF 81
1/4" = 1'-0"5 5-POS AREA DEVICE DIAGRAM
Version: 092922
1/4" = 1'-0"1 RETAIL SALES ELEVATION
1/4" = 1'-0"2 RETAIL SALES ELEVATION
1/4" = 1'-0"3 RETAIL SALES ELEVATION
1/4" = 1'-0"4 RETAIL SALES ELEVATION
1/2" = 1'-0"8 TYPICAL ENTRANCE SIGNAGE
Version: 050319
1/2" = 1'-0"9 TYPICAL REAR OF STORE SECURITY SIGNAGE
Version: 102820
1/4" = 1'-0"7
ELEVATION FOR ENS CHARGING
STATION AND MUSIC SYSTEM
Version: 022719
1/4" = 1'-0"10 TYPICAL SLATWALL SHELVING ELEVATION
Version: 022719
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
8" HIGH 20 GA.
HORIZONTAL
METAL STRAPPING
(HATCHED)
ON STUDS AND CENTER
VERTICALLY ON FIXTURE.
OUTLINE OF FIXTURES 2-XX
AND 4-XX
POWER/DATA FEEDS
2-XX
(2) WALL ANCHORS PER
FIXTURE BY FIXTURE
VENDOR
4-XX
8"
7'
-
6
"
RUN 1" DATA CONDUIT UP
TO 6" ABOVE CEILING. SEE
TYPICAL DATA PULL
STRING DETAIL.
CL
FOR FIXTURES: DR, MNT-BS & EQ-01
3/4" CDX PLYWOOD
BLOCKING BETWEEN STUDS,
24" HIGH (HATCHED). FULL
LENGTH OF MONITORS
RECESSED QUAD
POWER OUTLETS
MONITOR BRACKET BEHIND
DATA OUTLET FOR MONITOR
EQ-01
& MNT-BS
8" HIGH 20 GA. HORIZONTAL
METAL STRAPPING ON STUDS
(SHOWN HATCHED)
POWER FEEDS FOR
DR FIXTURE, TYP.
DR DR DR
EQ-01
MNT-BS
ATTACH FIXTURE TO
HORIZONTAL
STRAPPING THRU BACK
PANEL (TYPE. OF 2
SCREWS PER FIXTURE)
5'
-
0
"
1'
-
2
"
8
"
BO
T
T
O
M
O
F
B
L
O
C
K
I
N
G
7
2
"
2'
-
0
"
6'
-
6
"
2"
3
A.3.2
BLANK OUTLET BOX W/ COVER
PLATE AND A PULL STRING
RUN 1" DATA CONDUIT UP
TO 6" ABOVE CEILING. SEE
TYPICAL DATA PULL
STRING DETAIL.
RUN 1" DATA CONDUIT UP TO 6"
ABOVE CEILING. SEE TYPICAL DATA
PULL STRING DETAIL.
DATA FEEDS FOR
DR FIXTURE. SEE PLANS
FOR LOCATIONS
POWER AND DATA
OUTLETS BEYOND
FOR MONITOR, TYP.
7 GA STEEL MOUNTING
BRACKETS BY FIXTURE
VENDOR
EQ-01
85" MONITOR BY
VERIZON, INSTALLED
BY FIXTURE VENDOR
TICKER SHELF
MNT-BS
5/8" GYPSUM BOARD
3/4" CDX FIRE
RETARDANT PLYWOOD
BLOCKING, 24" HIGH
METAL STUD FRAMING
COMPUTER BY VERIZON
2X POPLAR BLOCKING
BY FIXTURE VENDOR
TO
F
I
N
.
F
L
.
7
2
"
2'
-
0
"
8"
2"
TO
F
I
N
I
S
H
E
D
F
L
O
O
R
7
8
"
13
3
/
4
"
LINE OF FINISHED
FLOOR
OUTLINE OF
SMARTBOARD
LINE OF SUSPENDED
CEILING
MONITOR
SEE WALL MOUNTING BRACKET.
SEE ELECTRICAL DRAWINGS
FOR MORE INFORMATION
DATA BY VERIZON
MONITOR MOUNTING
BRACKET PROVIDED
BY VERIZONMO
N
I
T
O
R
RUN 1" DATA CONDUIT UP
TO 6" ABOVE CEILING. SEE
TYPICAL DATA PULL
STRING DETAIL.
6"
6
2
"
CL
CL
CUSTOM 1 1/2" DIA. SATIN
STAINLESS STEEL GRAB BAR,
BOTTOM AT +26 1/2" A.F.F.
ALIGN EDGES WITH
SMARTBOARD, BOTH SIDES.2'
-
2
1
/
2
"
OUTLINE OF
SECURITY MONITOR
LEGRAND PASS &
SEYMOUR RECESSED TV
BOX: TV2MW PROVIDED
BY EC
MONITOR MOUNTING
BRACKET PROVIDED BY
VZ IT AND INSTALLED BY GC
MONITOR
HDMI BY
SECURITY
VENDOR
120V, 20A
DUPLEX
RECEPTACLE
BY EC
MO
N
I
T
O
R
BRACKET
LINE OF FINISHED FLOOR
LINE OF SUSPENDED
CEILING
U 1
66
"
A
T
M
A
N
A
G
E
R
'
S
O
F
F
F
I
C
E
9
6
"
CL
CL
3"
CL
PROVIDE 8" HIGH 20 GA
HORIZONTAL STRAPPING ON
STUDS AT MONITOR BRACKET
LOCATION, COORDINATE W/.
VZ PROJECT MANAGER
CEILING
BRAND WALLVB-1 BASE, TYP.
8" HIGH 20 GA.
HORIZONTAL METAL
STRAPPING (HATCHED)
ON STUDS
NOTE:
BRAND WALL & WALL CLEATS TO BE PROVIDED
AND INSTALLED BY FIXTURE VENDOR.
SCREW CONTINUOUS WALL
CLEATS TO VERTICAL
WALL STUD FRAMING, TYP.
VERTICAL LOCATION OF
WALL CLEATS PER
FIXTURE SHOP DRAWINGS.
SCREW TOP CONTINUOUS
WALL CLEAT TO VERTICAL
WALL STUD FRAMING OR
STRAPPING
14" X 20" RECESSED BOX BEHIND BRAND
WALL FOR POWER & LED DRIVER.
FINISHED FLOOR
7'
-
0
"
8"
BRAND WALL
SEE PLAN FOR LENGTH
CLEQ EQA.3.2
9
11
A.3.2
4"
BR
A
N
D
W
A
L
L
7'
-
8
"
8'
-
0
"
NOTE:
BRAND WALL AT THIS STORE IS CUSTOM SIZE.
GC TO COORDINATE WITH FIXTURE VENDOR ON
EXACT SIZE.
1/2" CDX FIRE RETARDANT
PLYWOOD BOX W/ BACK BOARD
OUTLINE OF BRAND WALL
RECESSED BOX
(2) DUPLEX RECEPTACLES
LED DRIVERS TO BE LOCATED
IN THE RECESSED SPACE
WALL FRAMING BEHIND
CENTERLINE OF RECESSED
BOX PER ARCHITECTURAL
PLAN.
FINISHED FLOOR
CONT. WALL CLEAT
OUTLINE OF
BRAND WALL
STUDS
BETWEEN
CL
10
"
1
0
"
5
8
"
CL
3 5/8" METAL TRACK
1/2" CDX FIRE RETARDANT
PLYWOOD
5/8" GYPSUM BOARD
3 5/8" METAL TRACK
SURFACE MOUNTED ELECTRICAL
BOX WITH DUPLEX RECEPTACLE,
TYP. OF 2
CONTINUOUS WALL CLEAT
REMOVABLE BRAND WALL PANEL
LED DRIVERS TO BE LOCATED
IN THE RECESSED SPACE
10
"
10
"
TO
F
I
N
F
L
O
O
R
5
8
"
CL
11
A.3.2
3 5/8" METAL
STUDS @ 16" O.C.
1/2" CDX FIRE
RETARDANT PLYWOOD
5/8" GYPSUM BOARD
SURFACE MOUNTED
ELECTRICAL BOX WITH
DUPLEX RECEPTACLE
LED DRIVERS TO BE
LOCATED IN THE
RECESSED SPACE
REMOVABLE BRAND
WALL PANEL
FRENCH CLEAT
1'-4"
10
A.3.2
9
A.3.2
POWER/DATA OUTLETS
BEHIND FIXTURE, TYP.
5-POS
8" HIGH 20 GA. HORIZONTAL
METAL STRAPPING
(HATCHED) ON STUDS
8"
2'
-
0
"
RUN 1" DATA CONDUIT UP
TO 6" ABOVE CEILING. SEE
TYPICAL DATA PULL
STRING DETAIL.
6"
POWER OUTLET
ABOVE FIXTURE
MO
N
I
T
O
R
&
ST
R
A
P
P
I
N
G
WALL MOUNTED SMART BOARD,
CENTERED AT 62" A.F.F.
FACE OF WALL
PROVIDE 8" HIGH 20 GA
HORIZONTAL STRAPPING ON
STUDS AT MONITOR BRACKET
LOCATION, COORDINATE W/.
VZ PROJECT MANAGER
6
2
"
CL
FINISHED FLOOR 0'-0"
27
1
/
4
"
PROVIDE 8" HIGH 20 GA
HORIZONTAL STRAPPING ON
STUDS AT GRAB BAR
CUSTOM 1 1/2" DIA. SATIN
STAINLESS STEEL GRAB BAR,
BOTTOM AT +26 1/2" A.F.F.
2'
-
2
1
/
2
"
CL
± 4" 4" MAX.
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2024 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
KS
FL
DE
CT
AZ
AL
C-1967WY
RA011075GA
AR10400066IN
C 29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN 44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
NV 5521
WA 10344
13167AK
SD 11532
J:
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2
3
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0
0
6
9
-
B
I
M
2
3
.
r
v
t
2023-0069
Proposed
Store Design
for: VERIZON
Metro Pointe
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/24
3/15/24
FIXTURE SUPPORT
SECTIONS AND DETAILS
A.3.2
MB
KG
18 OF 81
1/2" = 1'-0"1 TYPICAL STRAPPING PLACEMENT ELEVATION
Version: 022619
1/2" = 1'-0"2 TYPICAL STRAPPING PLACEMENT ELEVATION
Version: 022619
3" = 1'-0"3 MONITOR AND SHELF MOUNTING DETAIL
Version: 022619
3/8" = 1'-0"6
STRAPPING DIAGRAM
FOR SMARTBOARD
Version: 031119
3/8" = 1'-0"7
STRAPPING DIAGRAM
FOR SECURITY MONITOR
Version: 031119
1/4" = 1'-0"8 BRAND WALL ELEVATION
Version: 052820
1/4" = 1'-0"9 POWER DIAGRAM FOR BRAND WALL
Version: 052820
1" = 1'-0"10 RECESSED BOX SECTION
Version: 052820
1" = 1'-0"11 RECESSED BOX PLAN DETAIL
Version: 052820
1/2" = 1'-0"4 STRAPPING DETAIL @ 5-POS
Version: 050818
1/4" = 1'-0"5
STRAPPING DIAGRAM
FOR SMARTBOARD
Version: 012121
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
A.3.3
2
A.3.3
3
A.3.3
5
A.3.3
4
A.3.3
8
A.3.3
7
A.3.3
9
A.3.3
6
1'-6"
1'-0"2'-0"
EQ820
1'-6"
1'-0"2'-0"
EQ820
EQ841
EQ841
EQ850 EQ850
1'-6"1'-6"1'-3 1/4"1'-3 1/4"
CL CLCLCLCLCL
EQ840 EQ840
5'-0"5'-0"
4'
-
8
"
4'
-
8
"
4'
-
0
"
4'
-
0
"
2'-6"
4'
-
0
"
2'-6"
4'
-
0
"
1
2
"
3
'
-
6
"
3
'
-
6
"
1
2
"
FI
N
.
9'
-
2
"
FI
N
.
9'
-
2
"
3'
-
4
"
CL
3'
-
4
"
CL
EQ811 EQ811
FIN.
7'-5"
FIN.
7'-5"
RESTROOM
102
RESTROOM
103EQ823
EQ823
LC-36C LC-36C
5' - 0" ø5' - 0" ø4'-0"4'-0"
2'-6"2'-6"
EQ821EQ821
EQ
8
3
3
EQ
8
3
0
EQ
8
3
0
EQ
8
3
3
WC WC
LAVLAV
BOTTOM OF
GYP. BD. CLG.
+9'-0"
A.F.F.
FINISH
FLOOR
0'-0"
P-3
CTB-4
FRP-6
1'-6"
CL
1'-3 1/4"
CL
EQ811
EQ840
EQ850
SEE ELECTRICAL PLAN, TYP.
MA
X
T
O
R
E
F
L
E
C
T
I
V
E
S
U
R
F
A
C
E
3'
-
4
"
MA
X
T
O
T
O
P
O
F
S
I
N
K
2'
-
1
0
"
EQ821
EQ820
MIN.
2'-0"
MIN.
1'-0"CL
EQ830
EQ833
1'-6"
CL
2'
-
1
0
"
1'
-
8
"
EQ841
MI
N
.
1'
-
3
"
WC
LAV
TO
C
O
N
T
R
O
L
S
3'
-
4
"
P-3
CTB-4
EQ.EQ.
BOTTOM OF
GYP. BD. CLG.
+9'-0"
A.F.F.
FINISH
FLOOR
0'-0"
CL
4'
-
0
"
CL
EQ811
FRP-6
P-3
EQ823
MA
X
T
O
T
O
P
O
F
S
I
N
K
2'
-
1
0
"
MA
X
T
O
R
E
F
L
E
C
T
I
V
E
S
U
R
F
A
C
E
3'
-
4
"
EQ840
LAV
LC-36C
P-3
CTB-4
FRP-6
BOTTOM OF
GYP. BD. CLG.
+9'-0"
A.F.F.
FINISH
FLOOR
0'-0"
SEE DETAIL 11/A.4.0
BOTTOM OF
GYP. BD. CLG.
+9'-0"
A.F.F.
FINISH
FLOOR
0'-0"
P-3
CTB-4
FRP-6
MIN.
3'-6"
MAX.
12"
5"
2'
-
1
0
"
2'-0"
1'
-
8
"
7"-9"
EQ830
EQ833
EQ821
CL
LC-36C
EQ820
EQ841
WC
MA
X
T
O
R
E
F
L
E
C
T
I
V
E
S
U
R
F
A
C
E
3'
-
4
"
MA
X
T
O
T
O
P
O
F
S
I
N
K
2'
-
1
0
"
BOTTOM OF
GYP. BD. CLG.
+9'-0"
A.F.F.
FINISH
FLOOR
0'-0"
P-3
CTB-4
FRP-6
SEE ELECTRICAL
PLAN, TYP.
1'-6"
EQ840
EQ850
CL
EQ811
1'-6"
CL
EQ841
1'
-
8
"
2'
-
1
0
"
EQ820
EQ821
EQ833
EQ830
MIN.
2'-0"
MIN.
1'-0"CL
MI
N
.
1'
-
3
"
1'-3 1/4"
WC
LAV
BOTTOM OF
GYP. BD. CLG.
+9'-0"
A.F.F.
FINISH
FLOOR
0'-0"
P-3
CTB-4
FRP-6
MAX.
12"
MIN.
3'-6"LC-36C
1'
-
8
"
CL
5"
7"-9"
2'-0"
EQ833 EQ830
EQ830EQ820
EQ841
2'
-
1
0
"
WC
P-3
BOTTOM OF
GYP. BD. CLG.
+9'-0"
A.F.F.
FINISH
FLOOR
0'-0"
FRP-6
CTB-4
EQ811
MA
X
T
O
R
E
F
E
C
T
I
V
E
S
U
R
F
A
C
E
3'
-
4
"
MA
X
T
O
T
O
P
O
F
S
I
N
K
2'
-
1
0
"
TO
C
O
N
T
R
O
L
S
3'
-
4
"
EQ840
LAV
EQ.EQ.
EQ823
4'
-
0
"
CL
CL
P-3
BOTTOM OF
GYP. BD. CLG.
+9'-0"
A.F.F.
FINISH
FLOOR
0'-0"
FRP-6
P-3
LC-36C
CTB-4
TRUE
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2024 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
KS
FL
DE
CT
AZ
AL
C-1967WY
RA011075GA
AR10400066IN
C 29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN 44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
NV 5521
WA 10344
13167AK
SD 11532
J:
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2023-0069
Proposed
Store Design
for: VERIZON
Metro Pointe
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/24
3/15/24
RESTROOM DETAILS
A.3.3
MB
KG
19 OF 81
1/2" = 1'-0"
Version: 070720
1 RESTROOM PLAN
1/2" = 1'-0"2 RESTROOM ELEVATION
1/2" = 1'-0"3 RESTROOM ELEVATION
1/2" = 1'-0"4 RESTROOM ELEVATION
1/2" = 1'-0"5 RESTROOM ELEVATION
1/2" = 1'-0"6 RESTROOM ELEVATION
1/2" = 1'-0"7 RESTROOM ELEVATION
1/2" = 1'-0"9 RESTROOM ELEVATION
1/2" = 1'-0"8 RESTROOM ELEVATION
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
125° FULL OVERLAY
'BLUM' CONCEALED
SELF-CLOSING HINGES,
(2) PER DOOR
PRE-DRILLED HOLES (TYP.)
3/4" THICK DOOR
4" BRUSHED CHROME WIRE
PULL
3/4" THICK BACK
(2) 3/4" ADJUSTABLE WHITE
MELAMINE SHELVES
3'
-
0
"
13 1/2"
3/4" THICK DOOR
3/4" ADJUSTABLE WHITE
MELAMINE SHELVES;
(2) AT 3'-0" HIGH CABINET,
(3) AT 3'-10" HIGH CABINET
125° FULL OVERLAY 'BLUM'
CONCEALED SELF-CLOSING HINGES,
(2) PER DOOR; (3) ON DOORS
OVER 36".
3/4" THICK BACK
4" BRUSHED CHROME WIRE PULL
PRE-DRILLED HOLES (TYP.)
13 1/2"
3'
-
0
"
-
3
'
-
1
0
"
(
S
E
E
E
L
E
V
A
T
I
O
N
)
1 1/2" LAMINATE TOP
3/4" THICK, 4" HIGH
BACKSPLASH
4" WALL BASE
ADJUSTABLE SHELVES
(WHITE MELAMINE)
3/4" THICK DOOR
PRE-DRILLED HOLES
(TYP.)
DRAWER WITH METAL
GLIDES
4" BRUSHED CHROME
WIRE PULL
125° FULL OVERLAY
'BLUM' CONCEALED
SELF-CLOSING HINGES.
(2) PER DOOR
25"
1
1
/
2
"
6"
4"
2'
-
1
0
"
3"
1 1/2" LAMINATE TOP
3/4" THICK, 4" HIGH
BACKSPLASH
CABINET CONTRACTOR SHALL PROVIDE
18" HIGH X 24" WIDE OPENING IN BACK
OF BASE CABINET AS REQUIRED FOR
ACCESS TO TELEPHONE/ DATA AND
POWER OUTLETS BELOW COUNTER.
(WHERE REQUIRED) SEE NOTES
4" WALL BASE
ADJUSTABLE SHELVES
(WHITE MELAMINE)
3/4" THICK DOOR
PRE-DRILLED HOLES
(TYP.)
DRAWER WITH METAL
GLIDES
4" BRUSHED CHROME
WIRE PULL
CONTINUOUS PLUGMOLD WITH OUTLETS
@ 6" O.C. SEE ELEVATION FOR
LOCATION. WIREMOLD 2000 SERIES
#WH20GB*06, GRAY (* LENGTH AS
REQUIRED - SEE ELEVATION)
125° FULL OVERLAY
'BLUM' CONCEALED
SELF-CLOSING HINGES.
(2) PER DOOR
25"
1
1
/
2
"
6"
4"
2'
-
1
0
"
1
8
"
11
"
3"
24"
A.4.0
9 2"∅GROMMET
DRAWER
TYP.
4"
2 3/4"
INTERIOR ELEVATION &
MILLWORK NOTES:
1. ALL CABINETS AND DRAWERS SHALL HAVE
SILENCERS, MINIMUM (2) PER DOOR OR DRAWER.
2. CABINET CONTRACTOR SHALL PROVIDE OPENING IN
BACK OF BASE CABINETS (WHERE SHOWN) AS
REQUIRED FOR POWER, EXCEPT BREAK AREA
SHALL HAVE NO OPENING IN BACK OF BASE
CABINET.
3. CABINETS WITHIN BREAK AREA SHALL HAVE NO
OPENING IN BACK OF BASE CABINET AND 5-1/2"
HIGH DRAWERS, TYP.
4. ALL GROMMETS SHALL BE CENTERED ABOVE
OUTLET BELOW.
5. ALL GROMMETS SHALL BE 2" ∅AND "BLACK" IN
COLOR.
6. INTERIOR OF CABINET BOX SHALL BE WHITE
MELAMINE UNLESS OTHERWISE NOTED.
7. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL
INFORMATION PLUGMOLD (PM) INFORMATION.
8. REFER TO DETAIL 10 FOR REINFORCING
INFORMATION
VALANCE PANEL,
SIZE AS REQUIRED,
SINK-2
SUPPORT
CLIPS
(TYP OF 4)
25"
TO
T
O
P
O
F
S
I
N
K
34
"
M
A
X
TO
E
C
L
E
A
R
A
N
C
E
9"
M
I
N
.
CLEARANCE
8" MIN.
KNEE
KNEE CLEARANCE
11" MIN.
1
1
/
2
"
5
1
/
2
"
KN
E
E
C
L
E
A
R
A
N
C
E
27
"
M
I
N
.
MA
X
.
7"
WALL CABINETS (TYP.)
FINISH FLOOR
(2) ROWS OF 8" HIGH
20 GAUGE STEEL
STRAPPING BEHIND
GYP. BD. TO SUPPORT
CABINET
BASE CABINET
WALL CABINET
7'
-
1
0
"
4'
-
1
0
"
3/4" THICK DOOR
PROVIDE SCRIBE TO
WALL
LINE OF COUNTER
ABOVE
3/4" THICK CABINET
FRAME
12
A.4.0
± 6"
2
'
-
4
"
±
6"
3'-4
"
1"
± 4"
LAMINATE TOP
2'-5 3/4"
TYP.
± 3/4"
13
A.4.0
1 1/2" LAMINATE TOP (L-2 FINISH)
3/4" THICK, 4" HIGH BACKSPLASH
ON EACH WALL (L-2 FINISH)
4" H. TILE BASE WITH
SCHLUTER EDGE TRIM
3/4" THICK DOOR
4" BRUSHED
CHROME
WIRE PULL
125 DEG. FULL OVERLAY
'BLUM' CONCEALED
SELF-CLOSING HINGES, (2)
PER DOOR
3"
4
3
/
4
"
1
1
/
2
"
2'
-
1
0
"
1" OVERHANG
1 1/2" LAMINATE TOP (L-2 FINISH)
3/4" THICK, 4" HIGH BACKSPLASH
ON EACH WALL (L-2 FINISH)
4" H. TILE BASE WITH
SCHULTER EDGE TRIM
4" BRUSHED CHROME
WIRE PULL
4
3
/
4
"
2'
-
1
0
"
± 6"2'-4"± 6"
2'-6"2'-9"SCRIBE
± 2 1/8"
1'-0"
SCRIBE
± 2 1/8"
2'-9" 2'-6" 1'-0"
UC-30AUC-33 UC-12
EQ210
EQ220
EQ230
EQ240
UCS
LCS
SV LC-12R-LC-33
6'-5 1/8"
CT
P-3
FRP-6 (BETWEEN
UPPER AND LOWER
CABINETSOPEN
MA
X
4'
-
0
"
VB-1 BASE, TYP.
3'
-
0
"
2'
-
0
"
T.
O
.
S
I
N
K
2'
-
1
0
"
T
O
6
A.4.0
8
A.4.0
5
A.4.0
MIN. 3'-1" CLR.
3'-1 3/4"
1'-0"
SUPPPORT PANEL
3/4"
3'-0"3'-0"1'-6"SCRIBE
± 1 1/4"
SCRIBE
± 2"2'-0" 2'-0" 2'-0" 2'-6"
P-3
EQ
0
1
1
EQ241EQ241
FRP-6 (BETWEEN UPPER
AND LOWER CABINETS
VB-1 BASE, TYP.
FRP-6FN011FN011
LMP LC-12
LC-18
UC-24 UC-24 UC-24 UC-30
UCS
LCS
CT
PM
B018d
B018d
EQ081EQ081
8'-8"
8'-8"
P-3
EQ
0
1
1
EQ
0
1
1
EQ
0
1
1
EQ
0
1
1
3'
-
0
"
2'
-
0
"
2'
-
1
0
"
4
A.4.0
7
A.4.0
OPEN
EQ
0
5
2
EQ
0
5
1
EQ
0
5
0
CT
P-3
FRP-6
VB-1 BASE, TYP.
FRP-6
EQ021
PAINT DOOR AND FRAME P-3
CONTINUE FRP
BEHIND CABINET
PROVIDE 3/4" THICK
CENTER VERTICAL SUPPORT
OPEN
FULL HEIGHT SUPPORT
PANEL SHOWN, NON-FULL
HEIGHT ACCEPTABLE
14
A.4.0
CUSTOM1
4" WALL BASE
ADJUSTABLE SHELVES
(WHITE MELAMINE)
3/4" THICK DOOR
125° FULL OVERLAY
'BLUM' CONCEALED
SELF-CLOSING HINGES
@ 18" O.C.
4"
3"
24"
4" BRUSHED CHROME
WIRE PULL
PRE-DRILLED HOLES
(TYP.)
SECURE TO WALL
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2024 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
KS
FL
DE
CT
AZ
AL
C-1967WY
RA011075GA
AR10400066IN
C 29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN 44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
NV 5521
WA 10344
13167AK
SD 11532
J:
\
V
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o
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\
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0
S
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2
3
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6
9
-
B
I
M
2
3
.
r
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t
2023-0069
Proposed
Store Design
for: VERIZON
Metro Pointe
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/24
3/15/24
MILLWORK ELEVATIONS
AND DETAILS
A.4.0
MB
KG
20 OF 81
BACK OF HOUSE MILLWORK SCHEDULE
TYPE NAME COUNT FINISH DEPTH HEIGHT WIDTH DESCRIPTION
CUSTOM1 CUSTOM STORAGE
CABINET
1 L-2 2'-6" 7'-10" 5'-0" BASE LAMINATE CABINET WITH DOUBLE DOORS AND WITH DRAWERS. SEE BASE CABINET SECTION
LC-12 LOWER CABINET 2 L-2 2'-0" 2'-8 1/2" 1'-0" BASE LAMINATE CABINET WITH A SINGLE DOOR AND A DRAWER. SEE BASE CABINET SECTION
LC-18 LOWER CABINET 1 L-2 2'-0" 2'-8 1/2" 1'-6" BASE LAMINATE CABINET WITH A SINGLE DOOR AND A DRAWER. SEE BASE CABINET SECTION
LCS LOWER CABINET SCRIBE 2 L-2 2'-0" 2'-8 1/2" <varies> LAMINATE LOWER CABINET END SCRIBE
LEP LOWER PANEL END
SUPPORT
2 L-2 2'-0" 2'-8 1/2" 3/4" LAMINATE END SUPPORT PANEL
LMP LOWER PANEL MID
SUPPORT
2 L-2 2'-0" 2'-8 1/2" 3/4" LAMINATE INTERMEDIATE SUPPORT PANEL
R-LC-33 RELOCATED LOWER
CABINET
1 L-2 2'-0" 2'-8 1/2" 2'-9" BASE LAMINATE CABINET WITH DOUBLE DOORS AND WITH DRAWERS. SEE BASE CABINET SECTION
SV SINK VALANCE 1 L-2 2'-0" 2'-8 1/2" 2'-6" LAMINATE, ACCESSIBLE VALANCE AND 5 1/2" HIGH PANEL BELOW COUNTERTOP. SEE SINK
CLEARANCE SECTION
UC-12 UPPER CABINET 1 L-2 1'-1 1/2" 3'-0" 1'-0" UPPER LANINATE CABINET WITH A SINGLE DOOR AND (2) ADJUSTABLE SHELVES. SEE UPPER
CABINET SECTION - TYPICAL
UC-24 UPPER CABINET 3 L-2 1'-1 1/2" 3'-0" 2'-0" UPPER LAMINATE CABINET WITH DOUBLE DOORS AND (2) ADJUSTABLE SHELVES. SEE UPPER
CABINET SECTION
UC-30 UPPER CABINET 1 L-2 1'-1 1/2" 3'-0" 2'-6" UPPER LAMINATE CABINET WITH DOUBLE DOORS AND (2) ADJUSTABLE SHELVES. SEE UPPER
CABINET SECTION
UC-30A UPPER CABINET 1 L-2 1'-1 1/2" 3'-10" 2'-6" ACCESSIBLE UPPER LAMINET CABINET WITH DOUBLE DOORS AND (3) AJUSTABLE SHELVES. SEE
UPPER CABINET SECTION - TYPICAL
UC-33 UPPER CABINET 1 L-2 1'-1 1/2" 3'-0" 2'-9" UPPER LAMINATE CABINET WITH DOUBLE DOORS AND (2) ADJUSTABLE SHELVES. SEE UPPER
CABINET SECTION
UCS UPPER CABINET END
SCRIBE
2 L-2 1'-1 1/2" 3'-0" <varies> LAMINATE UPPER CABINET END SCRIBE
34"
CT COUNTERTOP 3 L-2 2'-1" 4" <varies> 1 1/2" THICK, LAMINATE COUNTERTOP WITH 4" HIGH BACKSPLASH
RESTROOM
LC-36C RESTROOM STORAGE
CABINET
2 L-2 1'-8" 2'-8 1/2" 2'-4" CORNER BASE LAMINATE CABINET WITH DOUBLE DOORS AND 1 1/2" THICK, LAMINATE COUNTERTOP
WITH 4" HIGH BACKSPLASH. PROVIDE ± 2" SCRIBE ON EACH SIDE. SEE RESTROOM CABINET PLAN
AND SECTION
3/4" = 1'-0"4
UPPER CABINET
SECTION-TYPICAL
Version: 050818
3/4" = 1'-0"5
UPPER CABINET SECTION-
BREAK AREA
Version: 050818
3/4" = 1'-0"6 BASE CABINET SECTION
Version: 050818
3/4" = 1'-0"7 BASE CABINET SECTION-TECH
Version: 050818
1 1/2" = 1'-0"9 TYP. GROMMET DETAIL
Version: 050818
3/4" = 1'-0"8 SINK CLEARANCES-BREAK AREA
Version: 050818
3/8" = 1'-0"10 MILLWORK REINFORCING
Version: 110520
3/4" = 1'-0"11 BASE CABINET SECTION
Version: 111022
3/4" = 1'-0"12 BASE CABINET SECTION
Version: 111022
3/4" = 1'-0"13 BASE CABINET SECTION
Version: 111022
1/4" = 1'-0"1 MILLWORK ELEVATION - BREAK AREA
1/4" = 1'-0"2 MILLWORK ELEVATION - TECH
1/4" = 1'-0"3 MILLWORK ELEVATION - WORK AREA
3/4" = 1'-0"14 BASE CABINET SECTION-CUSTOM 1
Version: 050818
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
4' - 4"
2' - 7 1/2"
CT-10
3' - 3"
BSTL
BSTL
BSTL
BSTL
BSTL
BSTL
BSTL
BSTL
2' - 10"
2' - 9 13/16"
1' - 7"
EQ-01
MNT-BS
DR
6' - 6"
7' - 7 7/8"
2-IF
2-SS
2-SW
4-CD
4-SS
4-SS-S
4-EST-L
CB-8
BSTL
BSTL
BSTL
3' - 3"
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2024 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
KS
FL
DE
CT
AZ
AL
C-1967WY
RA011075GA
AR10400066IN
C 29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN 44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
NV 5521
WA 10344
13167AK
SD 11532
J:
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2023-0069
Proposed
Store Design
for: VERIZON
Metro Pointe
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/24
3/15/24
FIXTURE LIST
A.4.1
MB
KG
21 OF 81
2 AISLE FIXTURE1SPOT FIXTURE 3 4-POS 4
COLLAB-LG (LARGE
COLLABORATION TABLE)
8
EXP-LG (LARGE
EXPERIENCE TABLE)
13 BRAND WALL
7 5-POS 10 DEVICE RACK 11 2'-0" WALL CASES
12 4'-0" WALL CASES
5 BILL PAYMENT KIOSK (BPK)
9 COLLAB-BAR
6 DIGITAL DISPLAY
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
CONTINUE PLYWOOD AND METAL STUD
FRAMING TO UNDERSIDE OF EXISTING
ROOF FRAMING
EXISTING PLYWOOD ROOF DECK
EXISTING 2x ROOF FRAMING
CONTINUOUS SLIP TRACK WITH 2"
FLANGE. WITH W/4-10g SCREWS @
EA FRAMING MEMBER.
VARIES
V.I.F.
9/
1
6
"
9/
1
6
"
20 GAUGE, 3 5/8" METAL STUD WALL FRAMING AT 8" O.C.
AT INVENTORY ROOMS. PROVIDE 16" O.C. AT NON-
INVENTORY ROOM WALLS
NOTE: PROVIDE FIRE SEALANT AT
ANY PENETRATIONS IN RATED WALLS
PROVIDE (1) LAYER 5/8" GYPSUM
BOARD ON THIS SIDE. HOLD
BOTTOM EDGE 1/4" ABOVE FINISH
FLOOR. FASTEN TO METAL STUDS
WITH #6 X 1 5/8" DRYWALL
SCREWS 12" O.C. IN FIELD AND
8" O.C. AT SEAMS.
NON-INVENTORY SIDE
4" BASE (SEE INTERIOR FINISHES SCHEDULE)
PROVIDE (1) LAYER 5/8" GYPSUM BOARD ON
(1) LAYER 3/4" CDX FIRE RETARDANT
PLYWOOD ON INSIDE SURFACE OF ALL
INVENTORY WALLS
BATT INSULATION FULL HEIGHT OF PARTITION
INVENTORY SIDE
PROVIDE FIRE INSULATION AS REQUIRED
FOR FIRE STOPPING
CONTINUOUS TRACK W/ 1/4" ∅, 3/4" LONG HILTI
POWDER ACTUATED ANCHORS @ 32" O.C.
CONTINUE GYPSUM BOARD AND
METAL STUD FRAMING TO 6"
ABOVE SUSPEND. CLG.
FINISHED FLOOR 0'-0"
VARIES
SEE PLAN
6"
SLATWALL, SEE F.F.E. PLAN
DETAIL TYPICAL FOR WALL TYPE 4A4A
WALL TYPE
SEE DETAIL 10
NOTE:
ATTACH BOTTOM OF BRACE TO TOP TRACK OF WALL WITH (3) #8 SHEET
METAL SCREWS EACH BRACE. DO NOT ATTACH THROUGH CEILING TILE.
(2) 7/16" #8 SHARP POINT SCREWS
METAL SLIP TRACK ATTACHED TO
FRAMING, DECK OR CROSS BRACE
WITH #8 SCREWS (TYP. AT EACH END)
20 GA., 3 5/8" STUD BRACE
AT 8'-0" O.C. MAX. ALTERNATE
DIRECTIONS
PROVIDE 1/2"
GAP BETWEEN
BRACE &
FRAMING OR
DECK FOR
DEFLECTION.
8"
NOTE:
UNISTRUT SHALL BE CONNECTED TO
EXISTING JOISTS ± 6" WITHIN PANEL
POINTS WITH P1000 UNISTRUT
FASTENERS AND BOLTED BETWEEN
OPEN WEB STEEL JOIST FLANGES AT
CONTRACTORS DISCRETION (TYP.)
NOTE:
ICC-ES # FOR METAL STUDS.........ESR-3064P
(STUDS SHALL BE PER "STEEL STUD
MANUFACTURERS ASSOCIATION")
ICC-ES # FOR FASTENERS..........ESR-3056
(ITW "SHEET METAL" BUILDEX SCREWS)
ICC-ES # FOR SHOT PINS..........ESR-1663
(.145" ∅POWDER DRIVEN HILTI PINS)
3 5/8" METAL STUD
5/8" GYPSUM BOARD (TYP.)
FULL INSULATION (TYP.)
ATTACH CABINET AS PER
MANUFACTURER'S SPECIFICATIONS
LARSEN C2409-R CABINET.
SEE ARCH PLAN FOR HINGE
ORIENTATION. SPECIFY ORIENTATION
WHEN ORDERING.
5
A.5.0
LINE OF ROUGH
OPENING
R.
O
.
2'
-
1
"
R.O.
10 1/2"
FL
O
O
R
T
O
H
E
A
D
4'
-
0
"
EXISTING WALL TO REMAIN
EXISTING STOREFRONT SYSTEM
SECURITY SHUTTER RAIL GUIDE
STOREFRONT FRAME BEYOND
SECURITY SHUTTER HEADER BOX
MOUNTED TO EXISTING WALL
SECURITY SHUTTER STOPS
AT FINISH FLOOR
FINISH FLOOR 0'-0"
TOP OF EXISTING
STOREFRONT
VARIES
V.I.F.
SECURITY SHUTTER POST
1/2" THICK SOLID SURFACE SILL WITH HALF
BULLNOSE EDGE BY CABINET CONTRACTOR.
OVERHANG 1/2" FROM FACE OF WALL BELOW.
EXISTING WINDOW SYSTEM
CONTINUOUS SEALANT
AT WINDOW FRAME
AND SILL JOINT
PATCH AND REPAIR
SURFACE AS REQUIRED FOR
CORIAN SOLID SURFACE
SILL INSTALLATION.
1/2"CAULK
EXISTING WALL
EXISTING WINDOW SILL
20 GAUGE, 2 1/2" METAL STUD WALL FRAMING
AT 16" O.C.
4" BASE (SEE INTERIOR FINISHES SCHEDULE)
BATT INSULATION, FULL HEIGHT
CONTINUOUS TRACK W/ 1/4" ∅, 3/4" LONG HILTI
POWDER ACTUATED ANCHORS @ 32" O.C.
(1) LAYER 5/8" GYPSUM BOARD.
ALIGN FACE OF GYPSUM BOARD
EXISTING WALL BEYOND
GC TO COORDINATE SHUTTER INSTALLATION WITH NEW
SILL TO ENSURE PROPER CLEARANCE
EXISTING PLANTER
EXISTING WALL TO REMAIN
SUSPENDED CEILING
SECURITY SHUTTER RAIL GUIDE
TRACK MOUNTED TO WINDOW JAMB
EXISTING STOREFRONT SYSTEM
SECURITY SHUTTER RAIL GUIDE
STOREFRONT FRAME BEYOND
SECURITY SHUTTER HEADER
BOX MOUNTED TO
STOREFRONT FRAMING
SECURITY SHUTTER STOPS
AT FINISH FLOOR
FINISH FLOOR 0'-0"
TOP OF EXISTING
STOREFRONT
VARIES
V.I.F.
CEILING EDGE SUPPORT ANGLE
CONTINUE METAL STUD
FRAMING TO UNDERSIDE OF EXISTING
ROOF FRAMING
EXISTING PLYWOOD ROOF DECK
EXISTING 2x ROOF FRAMING
CONTINUOUS SLIP TRACK WITH 2"
FLANGE. WITH W/4-10g SCREWS @
EA FRAMING MEMBER.
VARIES
V.I.F.
9/
1
6
"
9/
1
6
"
20 GAUGE, 3 5/8" METAL STUD WALL FRAMING AT 16" O.C.
NOTE: PROVIDE FIRE SEALANT AT
ANY PENETRATIONS IN RATED WALLS
4" BASE (SEE INTERIOR FINISHES SCHEDULE)
BATT INSULATION FULL HEIGHT OF PARTITION
PROVIDE FIRE INSULATION AS REQUIRED
FOR FIRE STOPPING
CONTINUOUS TRACK W/ 1/4" ∅, 3/4" LONG HILTI
POWDER ACTUATED ANCHORS @ 32" O.C.
CONTINUE GYPSUM BOARD TO
6" ABOVE SUSPEND. CLG.
FINISHED FLOOR 0'-0"
VARIES
SEE PLAN
(1) LAYER 5/8" GYPSUM BOARD ON BOTH SIDES OF
FRAMING. HOLD BOTTOM EDGE 1/4" ABOVE FINISH FLOOR.
FASTEN TO METAL STUDS WITH #6 X 1 5/8" DRYWALL
SCREWS 12" O.C. IN FIELD AND 8" O.C. AT SEAMS.
6"
1 DETAIL TYPICAL FOR WALL TYPE 1
2 SAME AS WALL TYPE 1 EXCEPT: INSTALL 3/4" CDX
PLYWOOD IN LIEU OF GYPSUM BOARD ON TELCO SIDE
WALL TYPE
SEE DETAIL 10
1'
-
5
1
/
2
"
2'
-
4
1
/
4
"
3" THICK BRICK TO
MATCH EXISTING AT
PLANTER
4"
8"
NEW CONCRETE BLOCK AND
NEW FOOTING.
NEW 4" CONCRETE SIDEWALK,
ALIGN WITH EXISTING
FILL WITH
CONCRETE, TYP.
SIDEWALK0'-0"
FULL BRICK AT TOP
TO MATCH EXISTING
HORIZONTAL
REINFORCING
INTENT IS FOR NEW PLANTER
WALL TO MATCH EXISTING
1"1 1/2"
11 1/2"
CONTINUE GYPSUM BOARD AND METAL
STUD FRAMING TO UNDERSIDE OF
EXISTING ROOF FRAMING
EXISTING PLYWOOD ROOF DECK
EXISTING 2x ROOF FRAMING
CONTINUOUS SLIP TRACK WITH 2"
FLANGE. WITH W/4-10g SCREWS @
EA FRAMING MEMBER.
VARIES
V.I.F.
9/
1
6
"
9/
1
6
"
20 GAUGE, 3 5/8" METAL STUD WALL FRAMING AT 16" O.C.
NOTE: PROVIDE FIRE SEALANT AT
ANY PENETRATIONS IN RATED WALLS
4" BASE (SEE INTERIOR FINISHES SCHEDULE)
BATT INSULATION FULL HEIGHT OF PARTITION
PROVIDE FIRE INSULATION AS REQUIRED
FOR FIRE STOPPING
CONTINUOUS TRACK W/ 1/4" ∅, 3/4" LONG HILTI
POWDER ACTUATED ANCHORS @ 32" O.C.
FINISHED FLOOR 0'-0"
VARIES
SEE PLAN
(1) LAYER TYPE X 5/8" GYPSUM BOARD ON BOTH SIDES OF
FRAMING. HOLD BOTTOM EDGE 1/4" ABOVE FINISH FLOOR.
FASTEN TO METAL STUDS WITH #6 X 1 5/8" DRYWALL
SCREWS 12" O.C. IN FIELD AND 8" O.C. AT SEAMS.
6 DETAIL TYPICAL FOR WALL TYPE 6
WALL TYPE
SEE DETAIL 10
6A SAME AS DETAIL 6 BUT INSTALL 3/4" CDX PLWOOD
ON TOP OF GYPSUM BOARD ON TELCO SIDE
CONTINUE METAL STUD FRAMING TO
UNDERSIDE OF EXISTING ROOF FRAMING
EXISTING PLYWOOD ROOF DECK
EXISTING 2x ROOF FRAMING
CONTINUOUS SLIP TRACK WITH 2"
FLANGE. WITH W/4-10g SCREWS @ EA
FRAMING MEMBER. (SEE DETAIL 10)
VARIES
V.I.F.
9/
1
6
"
9/
1
6
"
20 GAUGE, 6" METAL STUD FRAMING AT 16" O.C.
NOTE: PROVIDE FIRE SEALANT AT
ANY PENETRATIONS IN RATED WALLS
BATT INSULATION FULL HEIGHT OF PARTITION
PROVIDE FIRE
INSULATION AS
REQUIRED
FOR FIRE STOPPING
CONTINUE GYPSUM
BOARD TO 6" ABOVE
SUSPEND. CLG.
11'-1"
A.F.F.
(1) LAYER 5/8" GYPSUM BOARD
6"
SEE PLAN
20 GAUGE, 3 5/8" METAL STUD
WALL FRAMING AT 16" O.C.
20 GAUGE, 3 5/8" METAL STUD
WALL FRAMING AT 16" O.C.
11'-0"
A.F.F.
6"
5/8" GYPSUM BOARD.
9/
1
6
"
9/
1
6
"
CONTINUE GYPSUM BOARD TO
6" ABOVE SUSPEND. CLG.20 GAUGE, 3 5/8" METAL
STUD BRACING AT 48" O.C.
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2024 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
KS
FL
DE
CT
AZ
AL
C-1967WY
RA011075GA
AR10400066IN
C 29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN 44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
NV 5521
WA 10344
13167AK
SD 11532
J:
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.
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2023-0069
Proposed
Store Design
for: VERIZON
Metro Pointe
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/24
3/15/24
ARCHITECTURAL DETAILS
A.5.0
MB
KG
22 OF 81
3/4" = 1'-0"2 WALL UP TO STRUCTURE ABOVE @ INVENTORY
Version: 050319 1 1/2" = 1'-0"10 STUD BRACING DETAIL
Version: 050818
1" = 1'-0"4
PLAN DETAIL FOR
FIRE EXTINGUISHER CABINET
Version: 050818
1" = 1'-0"5
ELEVATION FOR
FIRE EXTINGUISHER CABINET
Version: 050818
1 1/2" = 1'-0"7 TYP. SECURITY SHUTTER SECTION - RETAIL SALES
Version: 110520
1 1/2" = 1'-0"8 SILL DETAIL (EXPLODED)
Version: 050818
1 1/2" = 1'-0"6 TYP. SECURITY SHUTTER SECTION-BOH
Version: 110520
3/4" = 1'-0"1 WALL UP TO STRUCTURE ABOVE
Version: 050319
1 1/2" = 1'-0"9 PLANTER DETAIL
Version: 050818
3/4" = 1'-0"3 WALL UP TO STRUCTURE ABOVE - DEMISING WALL
Version: 050319
3/4" = 1'-0"11 WALL UP TO STRUCTURE ABOVE
Version: 050319
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
HARDWARE, SIGNAGE MOUNTING HEIGHTS
N.T.S.
ROOM SIGNAGE,
SEE SHEET A.0.3
EQ
.
EQ
.
SWITCH
THERMOSTAT
(WHERE APPLICABLE)
DOOR FRAME
A.
F
.
F
.
3'
-
8
"
SIGNAGE BRAILLE,
SEE SHEET A.0.3
3'
-
4
"
A.
F
.
F
.
5'
-
0
"
9"
FLOOR AREA
1'-6" CLEAR
8"
TYPICAL DOOR LOCATION DETAIL
SCALE: 1/2" = 1'-0"
MIN.
1'-0"
1'-6" MIN.
4" U.N.O.
XX
X
.
X
AA - FLUSH DOOR BB - ALUM & GLASS
ENTRY DOOR
GLASS
DOOR ELEVATIONS
SCALE: 1/4" = 1'-0"
KICKPLATE
(WHERE
SPECIFIED)
10
"
M
I
N
.
CC - FLUSH DOOR
TO
V
I
S
I
O
N
P
A
N
E
L
43
"
M
A
X
.
5" x 35" TWO-
WAY MIRROR
(TEMPERED)
PAINT FRAME
TO MATCH
DOOR
7"
7'
-
0
"
2"
2" 3'-0" 2"
7'
-
0
"
2"
2" VARIES (SEE SCHEDULE) 2"
FRAME ELEVATIONS
N.T.S.
A B
BB ALUMINUM AND GLASS ENTRY DOOR
COMMENT KEY
DOOR STYLE KEY
FLUSH DOORAA
CC FLUSH DOOR WITH 5" X 35" TWO-WAY
GLASS VISION PANEL. PROVIDE 4" X
34" MIRRO-PANE TEMPERED GLASS TO
FIT 5" X 35" VISION PANEL, OR
APPROVED EQUAL.
A LOCKSET SHALL BE OPERATED FROM
THE INTERIOR SIDE WITHOUT ANY
SPECIAL KNOWLEDGE, EFFORT OR KEY.
B EXISTING DOOR
C HARDWARE SHALL BE STANDARD
CYLINDRICAL LATCH TYPE WITH
LEVER HANDLES
D ALL FRAMES SHALL BE SHOP
PRIMED AND FIELD FINISHED WITH
SEMIGLOSS ENAMEL.
E WEATHER-STRIPPED
FRAME TYPE
FULLY WELDED 16 GAUGE HOLLOW
METAL FRAME (KNOCK DOWN FRAMES
ARE OPTIONAL. VERIFY WITH VERIZON
PROJECT MANAGER)
HARDWARE RESPONSIBILITY DOOR HARDWARE NOTES
• ALL DOOR HARDWARE FINISH SHALL BE US26D (UNLESS
STOREFRONT FINISH NOTED OTHERWISE)
• ALL INTERIOR TRIM HANDLES SHALL BE RHO STYLE
(SCHLAGE)
• ALL EXTERIOR TRIM HANDLES SHALL BE 06 STYLE (VON
DUPRIN)
• ALL STOREFRONT (CUSTOMER ENTRY) EXIT DEVICES SHALL
USE HEX KEY DOGGING (STANDARD)
• SPECIAL CIRCUMSTANCE WILL REQUIRE UNIQUE LOCKING
HARDWARE
• ALL DOORS ARE TO BE 3'-0" WIDE UNLESS NOTED
OTHERWISE ON PLANS.
• ALL DOORS AND HARDWARE SHALL COMPLY WITH ANSI
117.1, THE AMERICANS WITH DISABILITIES ACT AND ALL
STATE AND LOCAL CODES.
• EXTERIOR HOLLOW METAL DOORS SHALL BE GALVANIZED
AND INSULATED.
• ALL GLASS IN DOORS SHALL BE TEMPERED.
• PROVIDE A KICK PLATE ON EACH SIDE OF DOOR UNLESS
OTHERWISE NOTED.
• SEE DOOR HARDWARE SCHEDULE FOR ADDITIONAL
HARDWARE INFORMATION.
• SEE LOW VOLTAGE AND SECURITY SHEETS FOR ALL LOW
VOLTAGE AND SECURITY WIRING AND SPECIFICATIONS.
• DOORS AND THEIR FRAMES SHALL BE PAINTED TO MATCH
ADJACENT WALL FINISH ON BOTH SIDES, UNLESS OTHERWISE
NOTED.
• KEY ALL EXTERIOR DOORS ALIKE WITH ONE MASTER KEY.
• KEY ALL INTERIOR DOORS SEPARATELY WITH ONE MASTER
KEY.
• DOORS WITH CLOSERS SHALL HAVE CLOSERS MOUNTED ON
THE PRIVATE SIDE OF THE DOOR.
• DOOR FRAMES SHALL HAVE RUBBER SILENCERS, WHICH
ARE TO BE INSTALLED AFTER FINAL PAINTING. SILENCERS
SHALL BE #307D, GRAY, BY HAGER COMPANIES
(800)325-9995.
• CLOSERS SHALL BE NORTON SERIES 1600 REGULAR ARM
BY NORTON DOOR CONTROLS (800) 438-1962, OR
APPROVED EQUAL. ALL FINISHES TO BE IN ALUMINUM,
NORTON FINISH SYMBOL "AL". CONTRACTOR SHALL
COORDINATE THE FABRICATION AND INSTALLATION OF ALL
DOORS AND METAL FRAMES TO ACCOMMODATE
STANDARD DOOR CLOSERS.
• PICK GUARD SHALL BE SPECIFIED BY VERIZON PROJECT
MANAGER.
• KICKPLATES SHALL BE #190S, 12" HIGH X 2'-10" WIDE
(VERIFY WITH DOOR SIZE) ALUMINUM BY HAGER COMPANIES
(800) 325-9995, OR APPROVED EQUAL.
• PROVIDE DOOR SWEEP FOR TELCO ROOM DOOR. DOOR
SWEEP SHALL BE PEMKO #293100CNB CLEAR ANODIZED
ALUMINUM WITH GRAY NYLON BRUSH INSERT BY PEMKO
MANUFACTURING, (800) 283-9988; , OR APPROVED EQUAL.
DOOR SCHEDULE NOTES
• FLOOR STOPS SHALL BE #243F DOME STOP, US26D BY
HAGER COMPANIES (800) 325-9995.
• ALL DOORS AT RESTROOMS AND JANITOR'S CLOSET
SHALL BE UNDERCUT 1" FOR AIR TRANSFER
• REFERRED TO GENERAL NOTES, SECTION 10.28.00 FOR
HAT AND SINGLE ROBE HOOK ON ALL RESTROOM DOORS.
• ALL DOOR ACCESS HARDWARE SHALL BE SUPPLIED AND
INSTALLED BY VERIZON SECURITY CONTRACTOR U.N.O.
GENERAL CONTRACTOR TO PROVIDE ALL OTHER DOOR
HARDWARE PER SCHEDULE AND TO COORDINATE WITH
SECURITY CONTRACTOR. SEE HARDWARE RESPONSIBILITY
MATRIX.
• DOOR HARDWARE SHALL BE CAPABLE OF OPERATION WITH
THE USE OF ONE (1) HAND AND SHALL NOT REQUIRE TIGHT
PINCHING OR TWISTING OF THE WRIST TO OPERATE. ALL
THUMB LATCH LOCKING DEVISCES ON MEANS OF EGRESS
DOORS SHALL BE ACTIVATED BY NO MORE THAN ONE
HALF (1/2) TURN; LEVER OR PADDLE DEADBOLT RELEASES
ARE ACCEPTABLE. DOOR THRESHOLD SHALL NOT EXCEED
ONE-HALF INCH (1/2”) IN HEIGHT AND SHALL HAVE A 1:2
BEVEL. CLOSERS SHALL MEET FORCE AND SWEEP PERIOD
REQUIREMENTS.
• ALL FINISHES SHALL BE US32D UNLESS NOTED OTHERWISE.
• KEY ALL DOORS ACCORDING TO VERIZON SECURITY
KEYING PROTOCOLS AND PER KEYING LISTED IN DOOR
SCHEDULE
ALL DOOR ACCESS HARDWARE SHALL BE
INSTALLED BY VERIZON SECURITY VENDOR UNLESS
OTHERWISE NOTED. ALL OTHER DOOR HARDWARE
LISTED IN THE DOOR HARDWARE SCHEDULE IS THE
RESIBILITY OF THE GC TO FURNISH AND INSTALL
UNLESS OTHERWISE NOTED IN THE RESPONSIBILITY
MATRIX LOCATED IN THE SECURITY AND LOW
VOLTAGE DRAWINGS
TYPICAL INVENTORY DOOR DETAIL
SCALE:: 3/4" = 1'-0"
5
5
/
8
"
8"
DOOR FRAME OPENING
3'-0 1/4"
INVENTORY SIDE
CONTINUOUS HINGE
NOTE:
THE WIDTH OF THE INVENTORY DOOR FRAME OPENING NEEDS TO BE 1/4" LARGER
THAN THE DOOR WIDTH TO ACCOMMODATE THE THICKNESS OF THE CONTINUOUS HINGE.
DOOR SCHEDULE
DOOR
NO.
ROOM SIZE DOOR FRAME
RATING
HARDWARE
COMMENTSNO.NAME W H T SWING TYPE MATERIAL FINISH TYPE MATERIAL FINISH LOCKSET
MAGNETIC
CONTACT
CARD
READER
1 101 RETAIL SALES 6'-0" 8'-0" 1 3/4" PAIR BB ALUMINUM AND
GLASS
CLEAR B ALUMINUM CLEAR NONE 1B YES YES A,D,E; *CLOSER SHALL BE BY DOOR MANUFACTURER. DOOR SHALL BE EQUIPPED WITH PANIC HARDWARE.
2 104 OPEN OFFICE 3'-0" 7'-0" 1 3/4" RH CC HOLLOW METAL P-1*/P-3 A H.M. P-1*/P-3 NONE 4 YES YES A,C,D; FRAME REQUIRED TO HAVE DIE-CUT CORNERS WITH CORNER TABS AND FACE WELD - NO SUBSTITUTIONS.
*PAINT P-3 ON BACK AREA SIDE. PROVIDE 5" x 35" TWO-WAY MIRROR (ONE WAY ON RETAIL SIDE). PROVIDE A KICK
PLATE ON EACH SIDE OF DOOR.
3 102 RESTROOM 3'-0" 7'-0" 1 3/4" LH AA WOOD SOLID CORE P-3 A H.M. P-3 NONE 7 NO NO A,C,D; NDERCUT DOOR 1" FROM FINISH FLOOR TO ALLOW FOR AIR TRANSFER
4 105 INVENTORY 3'-0" 7'-0" 1 3/4" LH AA HOLLOW METAL P-3 A H.M. P-3 NONE 3 YES YES A,C,D; FRAME REQUIRED TO HAVE DIE-CUT CORNERS WITH CORNER TABS AND FACE WELD - NO SUBSTITUTIONS.
PROVIDE WIDER DOOR FRAME TO COMPENSATE FOR PLYWOOD LAYER ±5 5/8". WIDTH OF DOOR FRAME OPENING TO BE
1/4" LARGER THAN DOOR WIDTH TO ACCOMMODATE THICKNESS OF CONTINUOUS HINGE.
5 106 MANAGER 3'-0" 7'-0" 1 3/4" LH AA WOOD SOLID CORE P-3 A H.M. P-3 NONE 6 NO NO A,C,D
6 103 RESTROOM 3'-0" 7'-0" 1 3/4" LH AA WOOD SOLID CORE P-3 A H.M. P-3 NONE 7 NO NO A,C,D; NDERCUT DOOR 1" FROM FINISH FLOOR TO ALLOW FOR AIR TRANSFER
7 107 J.C.3'-0" 7'-0" 1 3/4" LH AA WOOD SOLID CORE P-3 A H.M. P-3 NONE 5 NO NO A,C,D; UNDERCUT DOOR 1" FROM FINISH FLOOR TO ALLOW FOR AIR TRANSFER
8 108 TELCO 3'-0" 7'-0" 1 3/4" LH AA WOOD SOLID CORE P-3 A H.M. P-3 NONE 4 YES YES A,C,D; PROVIDE METAL LOUVER TO ALLOW FOR AIR TRANSFER. FRAME REQUIRED TO HAVE DIE-CUT CORNERS WITH
CORNER TABS AND FACE WELD - NO SUBSTITUTIONS. PROVIDE WIDER DOOR FRAME TO COMPENSATE FOR PLYWOOD
LAYER ±5".
9 104 OPEN OFFICE 3'-0" 7'-0" 1 3/4" LH AA STEEL INSULATED P-3*A H.M. P-3*NONE 2B YES YES A,C,D,E; PROVIDE DOOR HARDWARE AS PER DOOR HARDWARE SCHEDULE. **PAINT INTERIOR SIDE ONLY. DOOR SHALL
HAVE PANIC BAR HARDWARE. SEE NOTE BELOW. CONTRACTOR SHALL PROVIDE HINGES WHICH WILL NOT ALLOW
REMOVAL OF HINGE PINS WHEN DOOR IS IN LOCKED POSITION. STEEL PINS SHALL BE SET IN DOOR WHICH ENGAGE
FRAME WHEN DOOR IS CLOSED.
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2024 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
KS
FL
DE
CT
AZ
AL
C-1967WY
RA011075GA
AR10400066IN
C 29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN 44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
NV 5521
WA 10344
13167AK
SD 11532
J:
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2023-0069
Proposed
Store Design
for: VERIZON
Metro Pointe
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/24
3/15/24
DOOR SCHEDULES AND
NOTES
A.6.0
MB
KG
23 OF 81
DOOR HARDWARE SCHEDULE
QTY DESCRIPTION MFR MODEL FINISH
1B
MAIN ENTRY DOOR (NEW/CONCEALED RODS)
2 CLOSER CONCEALED CLOSER BY
DOOR MANUFACTURER
1 ALUMINUM THRESHOLD
1 DOOR SWEEP
1 WEATHERSTRIP
2 DOOR PULL ROCKWOOD RM201 US32D
1 CGA COLLAR
1 MORTISE CYLINDER HOUSING ARROW 16CR27-001
1 SMALL FORMAT INTERCHANGEABLE CORE BEST A2
2 TOP STRIKE VON DUPRIN 338
2 BOTTOM STRIKE (CUT INTO GROUND)VON DUPRIN 385A
2 DOOR CONTACT
-WITH CARD READER (ELECTRIFIED)
1 ACTIVE LEAF: ELECTRIC EXIT DEVICE (CABLE 9849) VON DUPRIN HD-QEL9848NL-OP
1 CONTINUOUS GEAR HINGE IVES 224HD-EPT US26D
1 POWER TRANSFER VON DUPRIN EPT-10
1 PASSIVE LEAF: EXIT ONLY DEVICE VON DUPRIN 9848EO
1 CONTINUOUS GEAR HINGE IVES 224HD US26D
-WITHOUT CARD READER-
1 ACTIVE LEAF: KEYED EXIT DEVICE (CABLE 9849) VON DUPRIN 9848NL-OP
1 PASSIVE LEAF: EXIT ONLY DEVICE VON DUPRIN 9848EO
2 CONTINUOUS GEAR HINGE IVES 224HD US26D
2B
NEW ENTRY DOOR (EMPLOYEE ENTRANCE)
1 ALUMINUM THRESHOLD
1 CLOSER NORTON 1600 SERIES AL
1 CONTINUOUS GEAR HINGE IVES 224HD US26D
1 HEAD SEAL
1 WEATHERSTRIP
1 DOOR SWEEP
1 RAIN DRIP
1 METAL DOOR, INSULATED, 16 GAUGE STEELCRAFT L-SERIES F-STYLE
1 TOP STRIKE VON DUPRIN 299
1 BOTTOM STRIKE (CUT INTO GROUND)VON DUPRIN 304L
1 ELECTRIFIED BREAKAWAY LEVER TRIM VON DUPRIN E996NL
1 PICK PROTECTOR PEMKO 3572SP
1 DOOR VIEWER (PEEP HOLE)NEW VUE DS/1000
1 DOORBELL KIT NUTONE BK125LWH
1 MORTISE CYLINDER HOUSING ARROW 16CR27-001
1 ELECTRONIC CORE CYLINDER MEDECO XT SFIC US26D
1 SMALL FORMAT INTERCHANGEABLE CORE BEST A2
1 DOOR CONTACT
1 LATCH GUARD VON DUPRIN RG-27-3
-ELECTRIFIED
1 ELECTRIFIED THREE-POINT LATCHING DEVICE VON DUPRIN LX-QEL9857LD
1 ELECTRIFIED BREAKAWAY LEVER TRIM VON DUPRIN E996L
1 DOOR CORD VON DUPRIN 798-18 US26D
-NON-ELECTRIFIED
1 EXIT ONLY-THREE-POINT LATCHING SYSTEM VON DUPRIN 9857-LD-EO
1 LEVER TRIM VON DUPRIN 996L
3
INVENTORY ROOM DOOR
1 HOLLOW METAL DOOR, 16 GAUGE
1 FULL LENGTH GEAR HINGE IVES 112HD-83 US26D
1 CLOSER NORTON 1600 SERIES AL
2 KICK-PLATE (12" H x 2'-10" W)HAGER 190S AL
1 FLOOR STOP HAGER 243F (DOME)US26D
1 ELECTRONIC CORE CYLINDER MEDECO XT SFIC US26D
1 SMALL FORMAT INTERCHANGEABLE CORE BEST A2
1 MULTI-POINT LOCKING SYSTEM SECURTECH ABM-VZRETRO-1
ABDSK-EG1-D2B-TC-B1-RC
1-630-(HAND)
1 DOOR CONTACT
1 DOOR CORD
4
TELCO ROOM DOOR (SECURED DOOR - BOH)
3 HINGES US26D
1 CLOSER NORTON 1600 SERIES AL
2 KICK-PLATE (12" H x 2'-10" W)HAGER 190S AL
1 FLOOR STOP HAGER 243F (DOME)US26D
1 DOOR SWEEP (TELCO ROOM ONLY)PEMKO 293100CNB C
1 CYLINDRICAL LOCKSET SCHLAGE ND80BD
1 ELECTRIFIED DOOR STRIKE VON DUPRIN 5100
1 ELECTRONIC CORE CYLINDER MEDECO XT SFIC US26D
1 SMALL FORMAT INTERCHANGEABLE CORE BEST A2
1 DOOR CONTACT
5
PASSAGE DOOR (BOH)
3 HINGES US26D
1 CLOSER NORTON 1600 SERIES AL
2 KICK-PLATE (12" H x 2'-10" W)HAGER 190S AL
2 FLOOR STOP HAGER 243F (DOME)US26D
1 FLOOR STOP RISER (IF REQUIRED)HAGER 246B (DOME RISER) US26D
1 PASSAGE FUNCTION LOCK SCHLAGE ND10S
6
MANAGER'S OFFICE
3 HINGES US26D
1 KICK-PLATE (12" H x 2'-10" W)HAGER 190S AL
1 FLOOR STOP HAGER 243F (DOME)US26D
1 ELECTRONIC CORE CYLINDER MEDECO XT SFIC US26D
1 SMALL FORMAT INTERCHANGEABLE CORE BEST A2
1 CLASSROOM FUNCTION LOCK SCHLAGE ND53BD
7
TOILET ROOM DOOR
3 HINGES US26D
1 CLOSER NORTON 1600 SERIES AL
2 KICK-PLATE (12" H x 2'-10" W)HAGER 190S AL
1 FLOOR STOP HAGER 243F (DOME)US26D
1 FLOOR STOP RISER (IF REQUIRED)HAGER 246B (DOME RISER) US26D
1 PRIVACY FUNCTION LOCK SCHLAGE L9440 06A 626 06A
09-509xL583-363 (HAND)
L283-722
US26D
9
Version
GG 012623 E+20190419
DOOR HARDWARE AND CORE TYPE SCHEDULE
DOOR DESCRIPTION
GRAND
MASTER
STORE
MASTER PERIMETER MANAGER TELCO ROOM UTILITY INVENTORY
MAIN ENTRY X X X
REAR ENTRY X X X
INVENTORY X X X
TELCO X X X
STORAGE X X
BACK OF HOUSE X X
MANAGER'S OFFICE X X X
GENERAL OFFICE X X
RESTROOM X X
JANITORS CLOSET X X
SHUTTERS X X X
UTILITY CLOSET X X X
KEY:
• GRAND MASTER: ALL LOCKS, ALL STORES IN A MARKET
• STORE MASTER: ALL LOCKS IN THE STORE
• PERIMETER: FRONT AND REAR DOORS, SHUTTERS
• UTILITY: UTILITY CLOSETS, ELECTRIC CLOSETS, PADLOCK FOR ROOF HATCH
• INVENTORY: MULTIPOINT LOCK FOR INVENTORY AND DAY INVENTORY
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
TYPICAL APPLICATION AND INSTALLATION
WALLS: EGGSHELL ON WALLS;
DOORS AND FRAMES: SEMI GLOSS ALKYD;
GYP. CEILINGS AND SOFFITS: MATTE LATEX
NOTE: ADD BONDING PRIMER FOR METAL
GYPSUM BOARD:
GYPSUM BOARD RECEIVING LATEX PAINT SHALL BE
PRIMED WITH ONE (1) COAT OF VINYL PLASTIC SEALER
PRIOR TO RECEIVING TWO (2) COATS OF FINISH PAINT.
WOOD TRIM:
WOOD TRIM RECEIVING ALKYD OR ENAMEL PAINT SHALL
BE PRIMED WITH ONE (1) COAT OF ENAMEL
UNDERCOATER PRIOR TO RECEIVING TWO (2) COATS OF
PAINT.
PAINT ALL WIRES, RETURN AIR GRILLES, SUPPLY AIR GRILLES
AND DUCTS TO MATCH ADJACENT CEILING AREA.
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2024 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
KS
FL
DE
CT
AZ
AL
C-1967WY
RA011075GA
AR10400066IN
C 29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN 44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
NV 5521
WA 10344
13167AK
SD 11532
J:
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9
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B
I
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2
3
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r
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2023-0069
Proposed
Store Design
for: VERIZON
Metro Pointe
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/24
3/15/24
FINISH SCHEDULES
A.6.1
MB
KG
24 OF 81
PAINT COLORS
P-1
MANUFACTURER: BENJAMIN MOORE
PRODUCT LINE: ULTRA SPEC, SCUF-X
COLOR: #OC-149 "DECORATOR'S WHITE"
FINISH: SEE PAINT NOTES BELOW
LOCATION: FRONT OF HOUSE
P-1c
MANUFACTURER: BENJAMIN MOORE
PRODUCT LINE:REGAL SELECT
COLOR: #OC-149 "DECORATOR'S WHITE"
FINISH:MATTE LATEX
LOCATION: FRONT OF HOUSE CEILING AND SOFFIT
P-2
MANUFACTURER: BENJAMIN MOORE
PRODUCT LINE: REGAL SELECT
COLOR: #10C-1616 "STORMY SKY", COLOR PREVIEW
FINISH: SEE PAINT NOTES BELOW
LOCATION: FRONT OF HOUSE ACCENT WALL (COOL GRAY 10)
P-3
MANUFACTURER: BENJAMIN MOORE
PRODUCT LINE: REGAL SELECT
COLOR: #4C-1605 "WINTER SOLSTICE", COLOR PREVIEW
FINISH: SEE PAINT NOTES BELOW
LOCATION: BACK OF HOUSE (COOL GREY 4)
P-7
MANUFACTURER: SHERWIN WILLIAMS
PRODUCT LINE:
COLOR: #SW7007 "CEILING BRIGHT WHITE"
FINISH: MATTE LATEX ON CEILING
LOCATION: BOH OF HOUSE CEILINGS
ROOM FINISH SCHEDULE
ROOM FLOORS
WALL FINISH CEILING CABINETRY COUNTERTOP NOTESNO.NAME FLOOR FINISH FLOOR BASE
101 RETAIL SALES VF-2, M-4 VB-1 P-1, CG-1 ACT-6. GYP P-1c --
102 RESTROOM CT-4 CTB-4 P-3, FRP-6 GYP. BD. (P-7) L-2 L-2
103 RESTROOM CT-4 CTB-4 P-3, FRP-6 GYP. BD. (P-7) L-2 L-2
104 OPEN OFFICE C-4, M-4 VB-1 P-3, FRP-6, CG-6 ACT-1 L-2 L-2
105 INVENTORY C-4 VB-1 P-3 ACT-1 --
106 MANAGER C-4 VB-1 P-3 ACT-1 --
107 J.C.CP-1 VB-1 P-3, FRP-6 ACT-1 --
108 TELCO CP-1 VB-1 P-3 ACT-1 --
INTERIOR FINISH SCHEDULE
FINISH TAG
FINISH
DESCRIPTION FINISH CONTACT FINISH SPEC
SUPPLIED
BY
INSTALLED
BY
VERSIONVZ GC VZ GC
FLOOR FINISH
C-4 CARPET TILE
FLOORING
PATCRAFT (WWW.PATCRAFT.COM)
CONTACT: MARIA RODRIGUEZ
SHAW INTEGRATED SOLUTIONS
MARIA.RODRIGUEZ@SHAWINC.COM
TEL: (706) 532-7452
COLLECTION NAME: NEXT GEN 2.0 VERIZON STANDARD
STYLE: 42JCP
COLOR: 522
SIZE: 24" x 24"
INSTALLATION METHOD: STACKED BOND
INSTALLATION: PRESSURE SENSITIVE ADHESIVE
X X 102120
CP-1 CONCRETE
PAINT
WWW.BEHR.COM
CONTACT: 800.854.0133 ext.2
BEHR PREMIUM - CONCRETE FLOOR PAINT
STYLE: 1 PART EPOXY CONCRETE & GARAGE FLOOR PAINT #900
COLOR: SILVER GRAY PFC - 68
FINISH: SATIN
** GC TO DECIDE FLOORING PAINT BASED ON LOCATION
X X 010521
CT-4 CERAMIC TILE
FLOORING
MOSA
CONTACT: ANDREW BERTRAND
PHONE: (917) 729-6332
ANDREW.BERTRAND@MOSAUSA.COM
MOSA TERRA GRAY
SIZE: 24" X 24"
COLOR: COOL BLACK
ITEM: 203 V 060060
FINISH: (V) SMOOTH
SURFACE: PATTERN MATTE
INSTALL METHOD: STACKED BOND
GROUT: MAPEI #10 BLACK 2MM THICK (1/8" MAX)
X X 071320
M-4 ENTRANCE
MATTING
PORTICO SYSTEMS
CONTACT: MIKE BEDFORD
PHONE: 612-209-4874
FAX: 952-470-4302;
ORDER VIA:
VERIZONORDERS@PORTICOSYSTEMS.COM
(COPY: MBEDFORD@PORTICOSYSTEMS.COM
WHEN ORDERING)
NAME/PATTERN: FRONTRUNNER LP PLUS CUSTOM WALK OFF
MATTING GRID
SIZE: 6'X6' (STANDARD), 6'X10' (LARGE); SEE FINISH PLAN
COLOR: GREY 607 CARPET STRIPS
TRANSITION BORDER: CUSTOM 1/8" THICK SATIN ANODIZED
ALUMINUM ANGLE.
NOTE: WIDTH MAY BE REDUCED TO ALIGN WITH DOUBLE DOORS TO
AVOID CONFLICT WITH SECURITY SHUTTER POSTS OR FULL WIDTH
OF FLOOR TILES
X X 012623
MB-1 EPOXY
MOISTURE
BARRIER
WWW.MAPEI.COM MAPEI 'PLAINSEAL VS' ALKALI-RESISTANT, EPOXY
MOISTURE-REDUCTION BARRIER
INSTALLATION:INSTALL IN ALL LOCATIONS EXCEPT JC & TELCO
SHOT BLASTING OR GRINDING OF SLAB REQ'D
PRIOR TO INSTALLATION - REFER TO MFR'S
SURFACE PREPARATION REQUIREMENTS
X X 010521
MB-1-ALT EPOXY
MOISTURE
BARRIER
WWW.SCHONOX.US SCHONOX SDG 7.22 EPOXY MOISTURE BARRIER (EMB)
INSTALLATION:INSTALL IN ALL LOCATIONS EXCEPT JC & TELCO
SHOT BLASTING OR GRINDING OF SLAB REQ'D
PRIOR TO INSTALLATION - REFER TO MFR'S
SURFACE PREPARATION REQUIREMENTS
X X 010521
VF-2 VINYL FLOORING PORTICO SYSTEMS
CONTACT: MIKE BEDFORD
PHONE: 612-209-4874
FAX: 952-470-4302;
ORDER VIA:
VERIZONORDERS@PORTICOSYSTEMS.COM
(COPY: MBEDFORD@PORTICOSYSTEMS.COM
WHEN ORDERING)
COLLECTION: NATURES VIEW VINYL FLOORING
COLOR: GREY ONYX
SIZE: 36" X 36" X 5 MM NOMINAL THICKNESS
INSTALLATION: STACKED BOND
X X 012623
MILLWORK FINISHES
L-2 PLASTIC
LAMINATE
WILSONART
CONTACT: (800) 433-3222
COLOR - "STEEL MESH" #4879-38
FINISH - FINE VELVET TEXTURE
FIRE RATING: CLASS 1 OR TYPE 604, 605 AND 607
X X 101520
SUSPENDED CEILING FINISHES
ACT-1 ACOUSTICAL
CEILING TILE
ARMSTRONG (WWW.ARMSTRONG.COM)
CONTACT: MAUREEN CONE
(703) 389-2701
MMCONE@ARMSTRONG.COM
ARMSTRONG "ULTIMA" 1910 - 24" x 24" x 3/4"
EDGE PROFILE: 15/16" SQUARE LAY-IN
COLOR: #633 "WHITE"
GRID: PRELUDE XL 15/16" EXPOSED TEE GRID IN WHITE
FIRE RATINGS: CLASS A
X X 022719
ACT-6 ACOUSTIC
CEILING PANELS
ROCKFON
WWW.ROCKFON.COM
ROCKFON TROPIC
COLOR: WHITE
SIZE: 24" X 24" X 5/8"
GRID: PRELUDE XL 15/16" EXPOSED TEE GRID IN WHITE
X X 112020
WALL FINISH
CG-1 ACROVYN
CORNER GUARD
CS GROUP
CONTACT: KIMBERLY SEARS
(978) 719-2487
KSEARS@C-SGROUP.COM
IMPACT SPECIALTIES VA-034 SERIES FULL HEIGHT CORNER GUARD
SIZE: 3/4" x 3/4" x 10'
COLOR: VIVID WHITE
LOCATION: SALES AREA
NOTE: FOR USE IN HIGH TRAFFIC AREAS
(NOT AT ALCOVES, NOT AT EXTERIOR FACING WALLS)
X X 051419
CG-6 ACROVYN CS GROUP
CONTACT: KIMBERLY SEARS
(978) 719-2487
KSEARS@C-SGROUP.COM
ACROVYN CORNER GUARD (2" LARGE)
STYLE: SSM-20N
COLOR: 927 "FOLKSTONE"
SIZE: 2" x 2" x 48"
CLASS 1/A FIRE RATING
NOTE: USE ACROVYN TRIM PIECES AS REQUIRED AT PANEL
TERMINATIONS AND JOINTS.
INSTALL WITH TOP AT 52" A.F.F.
X X 032822
CTB-4 CERAMIC TILE
BASE
MOSA
CONTACT: ANDREW BERTRAND
PHONE: (917) 729-6332
ANDREW.BERTRAND@MOSAUSA.COM
MOSA TERRA GRAY
SIZE: 24" x 4" x 3/8", CUT TO SIZE
COLOR: COOL BLACK
ITEM: 203 V 060060
FINISH: (V) SMOOTH
SURFACE: PATTERN MATTE
GROUT: MAPEI #10 BLACK 2MM THICK (1/8" MAX)
CAP: SCHLUTER RONDEC BULLNOSE EDGE TRIM, 1/2" TALL,
ALUMINUM
FINISH: BRUSHED NICKEL ANODIZED
NOTE: INSIDE CORNERS BY SCHLUTER WITH MATCHING FINISH
X X 071320
FRP-6 ACROVYN CS GROUP
CONTACT: KIMBERLY SEARS
(978) 719-2487
KSEARS@C-SGROUP.COM
ACROVYN 4000 TEXTURED SHEET
SUEDE PATTERN
COLOR: 927 FOLKSTONE
SIZE: 4’ X 8’ X .060"
CLASS 1/A FIRE RATING
NOTE: USE ACROVYN TRIM PIECES AS REQUIRED AT PANEL
TERMINATIONS AND JOINTS.
INSTALL WITH TOP AT 52" A.F.F.
CORNER GUARD FINISH TO MATCH ACROVYN
X X 032822
VB-1 RESILIANT WALL
BASE
JOHNSONITE
CONTACT: THERESA THOMAS
PHONE: (440) 708-9318
THERESA.THOMAS@JOHNSONITE.COM
JOHNSONITE MASQUERADE VIEWPOINT WALL BASE
SIZE: 4" HIGH X 3/8" THICK
COLOR: JOHN MW-69-V STERLING SILVERADO
LOCATION: SALES AREA
FIRE RESISTANCE: ASTM E84/NFPA 225 FLAME/SMOKE -CLASS
A/LESS THAN 450 SMPLE
NOTE: USE NATIONAL PROGRAM NUMBER 10538 WHEN ORDERING
MITER ENDS AT INSIDE AND OUTSIDE CORNERS
X X 022719
WINDOW TREATMENT
COOL GRAY
10
VINYL FILM 3M
CONTACT-ROCKY SHAW
(530) 305-1755
RSHAW2@MMM.COM
PRODUCT - 3M SCOTCHAL ELECTROCUT GRAPHIC FILM
MATERIAL - 2-MIL CAST VINYL FILM
OPACITY - OPAQUE
COLOR - 41 DARK GRAY
050819
SF-1 SOLAR FILM 3M
ENERGY DIVISION
CONTACT: ROCKY SHAW
MOBILE: 530-305-1755
E-MAIL: RSHAW2@MMM.COM
3M SOLAR WINDOW FILM
PRESTIGE SERIES PR70 CLEAR SUN CONTROL WINDOW FILM
INSTALL PER MANUFACTURER'S RECOMMENDATIONS
X X 011421
SS-1 SOLID SURFACE DUPONT CORIAN
COLOR - SILVERITE
NOTE: 1/2" THICK
X X 061322
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
1 ROOF SCREENING DIAGRAM
SCALE: 3/32" = 1'-0"
2 ROOF SCREENING DIAGRAM
SCALE: 3/32" = 1'-0"
6'
-
0
"
300'-0"
31
'
-
0
"
EX
I
S
T
I
N
G
P
A
R
A
P
E
T
H
E
I
G
H
T
6'
-
0
"
300'-0"
29
'
-
6
"
EX
I
S
T
I
N
G
P
A
R
A
P
E
T
H
E
I
G
H
T
RTU-1
ACCU-1HP-1
RTU-1
ACCU-1HP-1
3 ARCHITECTURAL ROOF PLAN
SCALE: 1/8" = 1'-0"
NEW/REPLACED UNIT (RTU-1)
ON EXISTING CURB. SEE PLAN
DETAIL 4A AND 4B
NEW HP-1 UNIT
NEW ACCU-1 UNIT
EXISTING HVAC
EQUIPMENT, TYP. (N.I.C.)
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
1
2
EXISTING PARAPET PROVIDES
NECESSARY SCREENING FOR
NEW ROOF EQUIPMENT.
300'-0" LINE OF SIGHT
300'-0" LINE OF SIGHT
EXISTING PARAPET PROVIDES
NECESSARY SCREENING FOR
NEW ROOF EQUIPMENT.
A.6.2
4
TRUE
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2024 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
KS
FL
DE
CT
AZ
AL
C-1967WY
RA011075GA
AR10400066IN
C 29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
NV 5521
WA 10344
13167AK
SD 11532
J:
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6
9
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I
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2
3
.
r
v
t
2023-0069
Proposed
Store Design
for: VERIZON
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/24
3/15/24
4/5/24
ROOF PLAN & SIGHT
DIAGRAMS
A.6.2
MB
KG
OF 81
2 4/25/24 City Comments
3 6/3/24 City Comments
1 1/2" = 1'-0"4 RTU CONNCTION TO EXISTING CURB
Version: 050818
3
3
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
3" MIN. EMBEDMENT
#4 REBAR DOWELS @ 24" O.C. MAX.
(ALTERNATING)
2500psi MIN. CONCRETE INFILL
EXISTING SLAB
GRAVEL 1" MIN.
CONDUIT, REFER TO
ELECTRICAL PLAN
(TYP.)
TRENCH INFILL 3"
9"
EXISTING WALL TO BE REMOVED
DEMOLITION KEY:
EXISTING TO REMAIN
EXISTING TO BE REMOVED
DEMOLITION NOTES:
1. ELECTRIC IN WALLS TO BE REMOVED SHALL BE
DISCONNECTED AT MAIN PANEL BOARD OR JUNCTION
BOX.
2. REMOVE ANY EXISTING ELECTRIC AND LIGHTING NOT
BEING USED, UNLESS OTHERWISE NOTED (TYP.).
3. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE
TO CUT AND PATCH SLAB AS REQUIRED FOR NEW
ELECTRICAL CONDUITS AND FLOOR BOX(S). VERIFY
ALL OR ANY STRUCTURAL MEMBERS WHICH MAY
INTERFERE WITH TRENCH. ELECTRICAL CONTRACTOR
SHALL IDENTIFY PRECISE LOCATIONS AND DEPTH IN
FIELD AS REQUIRED.
4. REMOVE ALL EXISTING MECHANICAL EQUIPMENT,
DUCTWORK, PLUMBING FIXTURES, PIPING SYSTEMS,
ETC., NOT BEING RE-USED. DO NOT JUST ABANDON.
(COORDINATE WITH MECHANICAL PLANS)
5. REMOVE EXISTING FLOOR FINISHES DOWN TO
EXISTING SLAB, UNLESS OTHERWISE NOTED (TYP.).
CLEAN, PATCH AND LEVEL EXISTING CONCRETE SLAB
AS REQUIRED FOR NEW FINISHES. SEE FINISH PLAN.
6. REMOVE ANY EXISTING SUSPENDED CEILING GRIDS,
TILES AND HVAC GRILLES, UNLESS OTHERWISE NOTED
(TYP.).
7. REMOVE ANY EXISTING WALL COVERING FINISH,
UNLESS OTHERWISE NOTED (TYP.).
8. REMOVE ANY EXISTING INTERIOR SOFFITS, UNLESS
OTHERWISE NOTED (TYP.).
9. REMOVE ALL DEBRIS FROM ALL ROOMS (TYP.)
10. CONTRACTOR SHALL PROVIDE GLASS "PAINT" ON
INTERIOR OF ALL STOREFRONT WINDOWS AND
DOORS DURING DEMOLITION AND CONSTRUCTION
WORK, AND REMOVE AFTER CONSTRUCTION IS
COMPLETE. COLOR SHALL BE WHITE BY:
GLASSMASK, INC.
10818 HAWN FREEWAY
DALLAS, TX 75217
PHONE: (403) 735-0775
FAX: (403) 735-0669
E-MAIL: GLASSM@TELUSPLANET.NET
11. CONTRACTOR SHALL NOTIFY ARCHITECT
IMMEDIATELY IF EXISTING COLUMN LOCATIONS AND
SIZES ARE DIFFERENT FROM WHAT OCCURS IN THESE
DRAWINGS, AND OF ANY UNDOCUMENTED
STRUCTURAL COLUMNS OR CONDITIONS, PIPES, ETC.,
WHICH ARE LOCATED IN THE TENANT SPACE BUT DO
NOT APPEAR IN THESE DRAWINGS, SO DRAWINGS
CAN BE REVISED AS MAY BE REQUIRED TO
ACCOMMODATE THE AS-BUILT CONDITIONS.
12. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE TO
SAW CUT AND REMOVE EXISTING CONCRETE SLAB
FOR TRENCHING AS REQUIRED FOR NEW PLUMBING
FIXTURES; COORDINATE WITH PLUMBING
CONTRACTORS TO IDENTIFY PRECISE LOCATIONS
AND DEPTH IN FIELD AS REQUIRED. VERIFY ALL OR
ANY STRUCTURAL MEMBERS WHICH MAY INTERFERE
WITH TRENCH. EXCAVATE ADDITIONAL TRENCH AS
REQUIRED TO CONNECT NEW SOIL LINES TO EXISTING
MAIN, V.I.F., VERIFY WITH LANDLORD AND EXISTING
BUILDING SYSTEM FOR PRECISE LOCATION AND
DIRECTION. SEE PLUMBING PLANS.
APPROXIMATE TRENCH LOCATION
REMOVE EXISTING ELECTRICAL PANELS, SEE DEMOLITION NOTES
REMOVE PORTION OF WALL TO PROVIDE
OPENING FOR NEW EXTERIOR DOOR, SEE
ARCHITECTURAL PLAN
EXISTING
STOREFRONT TO
REMAIN.
CUT/TRENCH EXISTING SLAB AS REQUIRED FOR
NEW CONDUITS. SEE ELECTRICAL DRAWINGS FOR
LOCATION. VERIFY WITH VERIZON PROJECT
MANAGER & LANDLORD'S TENANT COORDINATOR
PRIOR TO ANY CUTTING.
A.3.1
4
REMOVE EXISTING DOOR AND TRANSOM
ABOVE ,PREPARE AREA FOR NEW
GLAZING, SEE ARCHITECTURAL PLAN.
EXISTING STOREFRONT
TO REMAIN.
EXISTING STOREFRONT TO REMAIN.3'-4"
EXSITING EXTERIOR
WALL TO REMAIN, TYP.
EXISTING COLUMN TO REMAIN,
PATCH ANY HOLES
EXISTING COLUMN TO REMAIN
TO REMAIN
EXISTING STOREFRONT
TO BE REMOVED
EXISTING STOREFRONT
EXISTING SILL TO REMAIN
BE REMOVED
EXIST SILL TO
APPROXIMATE LOCATION OF
NEW LEASE LINE
EXISTING STAIR
(N.I.C.)
REMOVE EXISTING SAFE RECESSED IN FLOOR, PATCH SLAB.
EXISTING STOREFRONT
AND ENTRY DOORS TO
REMAIN (N.I.C.)
FUTURE TENANT
(N.I.C.)
EXISTING PLANTER TO BE CUT
BACK SEE ARCHITECTURAL
PLAN FOR NEW LAYOUT
EXISTING LANSCAPING IRRIGATION PIPE TO BE
RELOCATED, SEE PLUMBING DRAWINGS
EXISTING AWNING TO BE
REMOVED
EXISTING AWNING TO
REMAIN, TYP.
EXISTING SIGN TO BE
REMOVED. COORDINATE WITH
VZPM AND LANDLORD
EXSITING
PERIMETER COLUMN
TO REMAIN, TYP.
EXISTING AWNINGTO REMAIN
APPROXIMATE LOCATION OF EXISTING RTU TO BE REMOVED.
EXISTING RTU WEIGHT: 1,796 LB
PROPOSED RTU WEIGHT: 760 LB
(NEW UNIT WEIGHS LESS THAN EXISTING UNIT, STRUCTURAL
MODIFICATION NOT REQUIRED)
EXISTING OVERHANG TO
REMAIN, TYP.
AD.2.0
1
AD.2.02
AD.2.0
3
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2024 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
KS
FL
DE
CT
AZ
AL
C-1967WY
RA011075GA
AR10400066IN
C 29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN 44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
NV 5521
WA 10344
13167AK
SD 11532
J:
\
V
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2
3
-
0
0
6
9
-
B
I
M
2
3
.
r
v
t
2023-0069
Proposed
Store Design
for: VERIZON
Metro Pointe
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/24
3/15/24
DEMOLITION FLOOR
PLAN
AD.1.0
MB
KG
8 OF 81
1" = 1'-0"2 TRENCH INFILL DETAIL
Version: 050818
1/4" = 1'-0"
Version: 070720
1 DEMOLITION FLOOR PLAN
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
EXISTING WALL TO BE REMOVED
DEMOLITION KEY:
EXISTING TO REMAIN
EXISTING TO BE REMOVED
EXISTING TO BE REMOVED
1. ALL EXISTING LIGHTING NOT BEING RE-USED SHALL
BE REMOVED AND DISCONNECTED AT MAIN PANEL
BOARD. (MUST BE REMOVED BACK TO ITS SOURCE),
UNLESS OTHERWISE NOTED.
2. ALL EXISTING MECHANICAL EQUIPMENT AND
DUCTWORK TO REMAIN.
3. EXISTING HVAC GRILLES SHALL BE REMOVED.
4. REMOVE ANY EXISTING INTERIOR SOFFITS AT FRONT
OF HOUSE, UNLESS OTHERWISE NOTED (TYP.).
5. ALL EXISTING CEILING MOUNTED ELECTRICAL
EQUIPMENT TO BE REMOVED
DEMOLITION NOTES:
FUTURE TENANT
(N.I.C.)
EXISTING STAIR
(N.I.C.)
EXISTING COLUMN TO REMAIN
EXISTING COLUMN TO REMAIN
APPROXIMATE LOCATION OF
NEW LEASE LINE
REMOVE EXISTING CEILING TILES, GRID, LIGHTS,
DIFFUSERS AND OTHER DEVICES; COORDINATE
WITH MECHANICAL CONTRACTORS AND
ELECTRICAL CONTRACTORS.
REMOVE EXISTING DOOR AND TRANSOM
ABOVE , PREPARE AREA FOR NEW
GLAZING, SEE ARCHITECTURAL PLAN.
TO REMAIN
EXISTING STOREFRONT
TO BE REMOVED
EXISTING STOREFRONT
REMOVE PORTION OF WALL TO PROVIDE
OPENING FOR NEW EXTERIOR DOOR, SEE
ARCHITECTURAL PLAN
PROVIDE OPENING FOR NEW AIR INTAKE
AND EXHAUST, SEE MECHANICAL
DRAWINGS
EXISTING AWNINGTO BE
REMOVED
EXISTING AWNINGTO REMAIN
EXISTING OVERHANG TO
REMAIN, TYP.
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2024 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
KS
FL
DE
CT
AZ
AL
C-1967WY
RA011075GA
AR10400066IN
C 29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN 44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
NV 5521
WA 10344
13167AK
SD 11532
J:
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2
3
-
0
0
6
9
-
B
I
M
2
3
.
r
v
t
2023-0069
Proposed
Store Design
for: VERIZON
Metro Pointe
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/24
3/15/24
DEMOLITION REFLECTED
CEILING PLAN
AD.1.1
MB
KG
9 OF 81
1/4" = 1'-0"
Version: 070720
1 DEMOLITION REFLECTED CEILING PLAN
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
EXISTING AWNING TO BE REMOVED,
PATCH WALL AS NEEDED
EXISTING STOREFRONT RO REMAIN
SEE DETAIL 2
SEE ARCHITECTURAL
EX PLANTER TO REMAIN
SEE ARCHITECTURAL PLAN
EXISTING PLANTER TO BE CUTBACK
EX. STOREFRONT TO REMAIN
12'-0 3/16"
EXISTING STOREFRONT TO BE REMOVED
15'-9 3/4"
(DEMO)
EX SILL
EXISTING AWNING TO REMAIN
EX STOREFRONT TO REMAIN
(DEMO)
3'-1 3/4"
EXISTING FACADE TO REMAIN
SKEWED REMOVE EXITING DOOR.
PREPARE OPENING FOR NEW
1" STOREFRONT GLASS.
MULLIONS TO MATCH EXISTING
EX STOREFRONT TO REMAIN
(DEMO)
3'-1 3/4"SKEWED
PROVIDE OPENING FOR EXHAUST
LOUVER, SEE MECHANICAL DRAWINGS
PROVIDE OPENING FOR OUTSIDE AIR
INTAKE, SEE MECHANICAL DRAWINGS
MIN.
10'-0"
PROVIDE OPENING FOR NEW 3'-0" X 7'-0" EGRESS
DOOR. SEE ARCHITECTURAL PLAN AND DOOR
SCHEDULE.
EXISTING STOREFRONT TO REMAIN, PROVIDE COOL
GRAY 10 WINDOW FILM, SEE FINISH SCHEDULE
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2024 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
KS
FL
DE
CT
AZ
AL
C-1967WY
RA011075GA
AR10400066IN
C 29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN 44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
NV 5521
WA 10344
13167AK
SD 11532
J:
\
V
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2023-0069
Proposed
Store Design
for: VERIZON
Metro Pointe
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/24
3/15/24
DEMOLITION ELEVATIONS
AD.2.0
MB
KG
10 OF 81
1/4" = 1'-0"1 EXISTING FRONT ELEVATION
Version: 050319
1/4" = 1'-0"2 EXISTING SIDE ELEVATION
Version: 050319
1/4" = 1'-0"3 EXISTING REAR ELEVATION
Version: 050319
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
Mechanical and Electrical Engineers
Lilker Associates
1001 Avenue of the Americas
New York, NY 10018
tel 212.695.1000
fax 212.695.1299
www.lilker.com
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2024 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
KS
FL
DE
CT
AZ
AL
C-1967WY
RA011075GA
AR10400066IN
C-29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
NV 5521
WA 10344
13167AK
SD 11532
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2023-0069
Proposed
Store Design
for: VERIZON
Metro Pointe
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/24
3/15/24
TITLE 24 ENERGY
COMPLIANCE FORM
E.3.0
DB
MH
58 OF 81
3500 SOUTH BRISTOL ST., SANTA ANA, CA 92704
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
Mechanical and Electrical Engineers
Lilker Associates
1001 Avenue of the Americas
New York, NY 10018
tel 212.695.1000
fax 212.695.1299
www.lilker.com
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2024 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
KS
FL
DE
CT
AZ
AL
C-1967WY
RA011075GA
AR10400066IN
C-29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
NV 5521
WA 10344
13167AK
SD 11532
C:
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2023-0069
Proposed
Store Design
for: VERIZON
Metro Pointe
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/24
3/15/24
TITLE 24 ENERGY
COMPLIANCE FORM
E.3.1
DB
MH
59 OF 81
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
Mechanical and Electrical Engineers
Lilker Associates
1001 Avenue of the Americas
New York, NY 10018
tel 212.695.1000
fax 212.695.1299
www.lilker.com
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2024 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
KS
FL
DE
CT
AZ
AL
C-1967WY
RA011075GA
AR10400066IN
C-29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
NV 5521
WA 10344
13167AK
SD 11532
C:
\
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2023-0069
Proposed
Store Design
for: VERIZON
Metro Pointe
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/24
3/15/24
TITLE 24 ENERGY
COMPLIANCE FORM
E.3.2
DB
MH
60 OF 81
MATTHEW V. HOANG
03/15/2024
4035 RIDGE TOP ROAD, STE. 601, FAIRFAX, VA 22030
3500 SOUTH BRISTOL ST., SANTA ANA, CA 92704
FAIRFAX, VA 22030
MATTHEW V. HOANG
IMEG
4035 RIDGE TOP ROAD, STE. 601, FAIRFAX, VA 22030
FAIRFAX, VA 22030
03/15/2024
E24492
(703) 570-6763
(703) 570-6763
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
Mechanical and Electrical Engineers
Lilker Associates
1001 Avenue of the Americas
New York, NY 10018
tel 212.695.1000
fax 212.695.1299
www.lilker.com
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2024 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
KS
FL
DE
CT
AZ
AL
C-1967WY
RA011075GA
AR10400066IN
C-29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
NV 5521
WA 10344
13167AK
SD 11532
C:
\
R
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v
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L
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F
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B
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2023-0069
Proposed
Store Design
for: VERIZON
Metro Pointe
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/24
3/15/24
TITLE 24 ENERGY
COMPLIANCE FORM
E.3.3
DB
MH
61 OF 81
MATTHEW V. HOANG
03/15/2024
4035 RIDGE TOP ROAD, STE. 601, FAIRFAX, VA 22030
3500 SOUTH BRISTOL ST., SANTA ANA, CA 92704
FAIRFAX, VA 22030
MATTHEW V. HOANG
IMEG
4035 RIDGE TOP ROAD, STE. 601, FAIRFAX, VA 22030
FAIRFAX, VA 22030
03/15/2024
E24492
(703) 570-6763
3500 SOUTH BRISTOL ST., SANTA ANA, CA 92704
(703) 570-6763
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
Mechanical and Electrical Engineers
Lilker Associates
1001 Avenue of the Americas
New York, NY 10018
tel 212.695.1000
fax 212.695.1299
www.lilker.com
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2024 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
KS
FL
DE
CT
AZ
AL
C-1967WY
RA011075GA
AR10400066IN
C-29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
NV 5521
WA 10344
13167AK
SD 11532
C:
\
R
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v
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t
L
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a
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F
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B
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t
2023-0069
Proposed
Store Design
for: VERIZON
Metro Pointe
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/24
3/15/24
TITLE 24 ENERGY
COMPLIANCE FORM
E.3.4
DB
MH
62 OF 81
MATTHEW V. HOANG
03/15/2024
4035 RIDGE TOP ROAD, STE. 601, FAIRFAX, VA 22030
3500 SOUTH BRISTOL ST., SANTA ANA, CA 92704
FAIRFAX, VA 22030
MATTHEW V. HOANG
IMEG
4035 RIDGE TOP ROAD, STE. 601, FAIRFAX, VA 22030
FAIRFAX, VA 22030
03/15/2024
E24492
(703) 570-6763
(703) 570-6763
3500 SOUTH BRISTOL ST., SANTA ANA, CA 92704
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
Mechanical and Electrical Engineers
Lilker Associates
1001 Avenue of the Americas
New York, NY 10018
tel 212.695.1000
fax 212.695.1299
www.lilker.com
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2022 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
KS
FL
DE
CT
AZ
AL
C-1967WY
RA011075GA
AR10400066IN
C-29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
NV 5521
WA 10344
13167AK
SD 11532
C:
\
R
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v
i
t
L
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c
a
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F
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s
\
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V
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v
t
2023-0069
Proposed
Store Design
for: VERIZON
Metro Pointe
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/2024
3/15/2024
TITLE 24 MECHANICAL
COMPLIANCE
M.3.0
BS
RT
43 OF 81
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
Mechanical and Electrical Engineers
Lilker Associates
1001 Avenue of the Americas
New York, NY 10018
tel 212.695.1000
fax 212.695.1299
www.lilker.com
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2022 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
KS
FL
DE
CT
AZ
AL
C-1967WY
RA011075GA
AR10400066IN
C-29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
NV 5521
WA 10344
13167AK
SD 11532
C:
\
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v
i
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L
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a
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F
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t
2023-0069
Proposed
Store Design
for: VERIZON
Metro Pointe
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/2024
3/15/2024
TITLE 24 MECHANICAL
COMPLIANCE
M.3.1
BS
RT
44 OF 81
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
GENERAL NOTES
60. FOR PROJECTS INCLUDING THE INSTALLATION OF ARCHITECTURAL DIMMING SYSTEMS,
THE CONTRACTOR SHALL INCLUDE A CUSTOM USER GRAPHICS INTERFACE PACKAGE
INCLUDING WEB/PC BASED SOFTWARE SHOWING FLOOR PLANS WITH DEVICE
LOCATIONS AND ASSOCIATED CONTROL PARAMETERS FOR THE USER TO ADJUST.
61. FOR PROJECTS INCLUDING THE INSTALLATION OF ARCHITECTURAL DIMMING SYSTEMS,
THE CONTRACTOR SHALL SUBCONTRACT A FACTORY AUTHORIZED TECHNICIAN TO
PERFORM THE FOLLOWING:
- TEST AND INSPECT COMPONENTS, ASSEMBLIES, AND EQUIPMENT INSTALLATIONS,
INCLUDING CONNECTIONS.
- STARTUP SERVICE INCLUDING BUT NOT LIMITED TO A COMPLETE INSTALLATION AND
STARTUP CHECKS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS,
CONFIRM CORRECT COMMUNICATION WIRING, AND PROGRAM THE LIGHTING
CONTROL SYSTEM ACCORDING TO THE APPROVED ZONE CONFIGURATIONS,
DIMMING SCHEDULES, TIME-OF-DAY SCHEDULES, AND INPUT OVERRIDE
ASSIGNMENTS.
- TRAIN OWNER'S MAINTENANCE PERSONNEL TO ADJUST, OPERATE, AND MAINTAIN
THE CONTROLS.
- WHEN REQUESTED WITHIN 1 YEAR FROM DATE OF SUBSTANTIAL COMPLETION,
PROVIDE ON-SITE ASSISTANCE IN ADJUSTING SYSTEM TO SUIT ACTUAL OCCUPIED
CONDITIONS. PROVIDE UP TO 2 VISITS TO PROJECT DURING OTHER-THAN-NORMAL
OCCUPANCY HOURS FOR THIS PURPOSE.
62. FOR PROJECTS INCLUDING THE INSTALLATION OF LIGHTING CONTROL SYSTEMS USING
OPERATING SYSTEM SOFTWARE, THE FOLLOWING SOFTWARE SERVICE AGREEMENT
SHALL BE INCLUDED:
- BEGINNING AT SUBSTANTIAL COMPLETION, SERVICE AGREEMENT SHALL INCLUDE
SOFTWARE SUPPORT FOR 2 YEARS.
- AT SUBSTANTIAL COMPLETION, SOFTWARE SHALL BE UPDATED TO THE LATEST
VERSION. SOFTWARE UPGRADES THAT BECOME AVAILABLE WITHIN 2 YEARS FROM
DATE OF SUBSTANTIAL COMPLETION SHALL BE INSTALLED AND PROGRAMMED.
UPGRADING SOFTWARE SHALL INCLUDE OPERATING SYSTEM AND NEW OR REVISED
LICENSES FOR USING SOFTWARE.
63. CONTRACTOR TO BE RESPONSIBLE FOR ALL PENETRATIONS, CORE DRILLING,
SEALING, WATERPROOFING, CUTTING, PATCHING, PAINTING AND RESTORATION FOR
THE COMPLETE CONTRACT WORK INDICATED. ALL RESTORATION WORK PERFORMED
BY THIS CONTRACTOR SHALL RESTORE EXISTING DISTURBED SURFACES TO
ACCURATELY MATCH ALL SURROUNDING CONSTRUCTION USING THE SAME MATERIAL,
WORKMANSHIP AND FINISH AS EXISTING SURFACES.
64. ALL PENETRATIONS THROUGH OR CHOPPING OF EXISTING FLOOR SLAB FOR
ELECTRICAL INSTALLATION SHALL BE COORDINATED WITH BUILDING MANAGER. ALL
WORK SHALL BE PERFORMED AFTER NORMAL BUSINESS HOURS. LOCATIONS SHALL BE
LAID OUT AND CONFIRMED BY ARCHITECT PRIOR TO START OF PHYSICAL WORK.
65. WHENEVER EXCAVATION, CORE DRILLING OR CUTTING OF EXISTING SLABS,
CONCRETE OR PAVEMENT ARE PERFORMED, THE CONTRACTOR SHALL HIRE A
SPECIALIST TO PERFORM SUBSURFACE SCANS TO IDENTIFY AND FLAG UTILITIES,
REBAR, ETC. SO THEY ARE NOT DAMAGED. ANY DEVIATIONS FROM THE PENETRATIONS
INDICATED ON THE CONTRACT DOCUMENTS MUST BE APPROVED BY THE ENGINEER OF
RECORD AND/OR OWNER.
66. DISCONNECT, REMOVE, RELOCATE AND RECONNECT ANY ELECTRICAL EQUIPMENT
NOT SHOWN ON THESE DRAWINGS AS PART OF THIS CONTRACT BUT INTERFERING
WITH THE WORK UNDER THIS CONTRACT. THIS WORK SHALL NOT BE CONSIDERED
EXTRA AND SHALL BE DONE AT NO ADDITIONAL COST TO THE OWNER.
67. MAINTAIN CONTINUOUS SERVICE ON EXISTING FEEDERS SERVING THE AREAS
AFFECTED DURING ALL THE PERIOD THE AREA IS UNDER CONSTRUCTION. NO
OUTAGES WILL BE PERMITTED IN THESE AREAS DUE TO THE CONSTRUCTION PHASE.
ALL WORK REQUIRING TEMPORARY SHUTDOWN SHALL BE PERFORMED AT NO
ADDITIONAL COST TO THE OWNER. ANY REQUEST FOR SHUTDOWNS SHOULD BE
BROUGHT TO THE ATTENTION OF OWNER'S REPRESENTATIVE AND BUILDING
OPERATING PERSONNEL AND IT MUST BE NOTIFIED 72 (SEVENTY-TWO) HOURS IN
ADVANCE. WORK SHALL NOT BE PERFORMED WITHOUT WRITTEN APPROVAL.
68. ALL WORK REQUIRING ELECTRICAL SHUTDOWN WHICH WILL AFFECT OTHER FLOORS
OF THE BUILDING OR EVEN AFFECT THE NORMAL CONTINUATION OF CONSTRUCTION
WORK ON THESE & OTHER FLOORS, SHALL BE DONE ON OVERTIME HOURS, AND SHALL
NOT DISTURB CONTINUITY OF ELECTRICAL SERVICE TO EXISTING TENANTS ON THE
AFFECTED FLOORS AND SHALL BE COORDINATED WITH THE BUILDING ENGINEER.
69. ALL ELECTRICAL WORK IN ADJOINING AREAS WHICH IS REQUIRED TO FUNCTION BUT IS
AFFECTED BY THIS WORK SHALL BE RECONNECTED AND RESTORED TO ITS PRESENT
FUNCTION AS PART OF THE ELECTRICAL SYSTEM OF THE BUILDING.
70. EXISTING RISER AND/OR FEEDER CABLES BEING REUSED SHALL BE TESTED TO
CONFIRM PHASE-TO-PHASE AND PHASE-TO-NEUTRAL VOLTAGES AND SHALL HAVE
INSULATION TESTED USING A 1000V MEGOHMMETER. ANY CABLES FAILING SUCH TEST
SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR FURTHER DIRECTION.
39. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND MOUNTING
HEIGHT OF WIRING DEVICES SUCH AS RECEPTACLES, LIGHTING SWITCHES, DIMMERS,
DATA/TELEPHONE OUTLETS, ETC. IN FINISHED SPACES AND/OR SURFACES. MOUNTING
HEIGHTS AND SPACING SHALL BE IN COMPLIANT WITH THE APPLICABLE CODES AT ALL
TIMES.
40. VERIFY SWITCHES, DIMMERS, RECEPTACLES AND COVER PLATES FINISHES WITH THE
ARCHITECT AND/OR OWNER REPRESENTATIVE BEFORE PURCHASING AND
INSTALLATION OF SUCH DEVICES.
41. WHERE MULTIPLE SWITCHES, DIMMERS AND RECEPTACLES ARE INDICATED AT THE
SAME LOCATION, THEY SHALL BE GANGED TOGETHER AND MOUNTED BEHIND A
COMMON FACE PLATE UNLESS POWERED FROM AN EMERGENCY POWER SOURCE.
PROVIDE SEPARATE OUTLET BOXES FOR NORMAL AND EMERGENCY CIRCUITS. DERATE
DIMMERS PER MANUFACTURER RECOMMENDATIONS WHEN GANGED TOGETHER.
42. PROVIDE GROUND FAULT CIRCUIT INTERRUPTER OR CIRCUIT BREAKER FOR EACH
RECEPTACLE LOCATED WITHIN 6'-0" OF WATER OR LIQUIDS, HEATING CABLE, HEAT
TRACING AND FOR OUTDOOR RECEPTACLES WHETHER INDICATED ON DRAWINGS OR
NOT.
43. MOUNTING HEIGHTS OF EQUIPMENT AND DEVICES SHALL BE COORDINATED WITH
ARCHITECT. MOUNT DEVICES AS SPECIFIED ON DRAWING E.0.3. UTILIZE THE FOLLOWING
EQUIPMENT MOUNTING HEIGHTS UNLESS OTHERWISE NOTED.
A. PANELBOARDS AND CABINETS - 79" AFF TO TOP OF HIGHEST CIRCUIT BREAKER OR
SWITCH.
B. DISCONNECT SWITCHES - 79" AFF TO TOP OF HIGHEST CIRCUIT BREAKER OR
SWITCH.
44. ALL ELECTRICAL EQUIPMENT AND ACCESSORIES INSTALLED OUTSIDE OR EXPOSED TO
WEATHER SHALL HAVE NEMA 3R ENCLOSURES AND SHALL BE TIGHTLY GASKETED FOR
A COMPLETE RAIN TIGHT INSTALLATION. ALL BUILDING EXTERIOR MOUNTED
RECEPTACLES SHALL BE GFI RATED AND MOUNTED IN WEATHERPROOF ENCLOSURE.
PROVIDE NEMA 4X RATED ENCLOSURES IN CORROSIVE ENVIRONMENTS OR KITCHEN
AREAS.
45. NO PIPING, DUCTS OR OTHER EQUIPMENT FOREIGN TO THE ELECTRICAL INSTALLATION
SHALL BE INSTALLED WITHIN THE DEDICATED SPACE ABOVE SWITCHBOARDS,
PANELBOARDS, DISTRIBUTION BOARDS, AND MOTOR CONTROL CENTERS TO A HEIGHT
OF 6-FEET ABOVE THE EQUIPMENT OR THE STRUCTURAL CEILING WHICHEVER IS
LOWER. THE AREA ABOVE THE DEDICATED SPACE SHALL NOT BE PERMITTED TO
CONTAIN FOREIGN SYSTEMS UNLESS ACCEPTABLE PER CODE, REVIEWED BY THE
ENGINEER, AND PROVIDED WITH SUITABLE PANS AND LEAK DETECTION.
46. FOR ALL RECESSED PANELS A TROUGH SHALL BE PROVIDED IN THE NEAREST
ACCESSIBLE CEILING WITH TWO (2) SPARE 2" CONDUITS AND TWO (2) SPARE 1"
CONDUITS UNLESS OTHERWISE NOTED TO BE INTERCONNECTED BETWEEN THE
TROUGH AND THE RECESSED PANEL FOR FUTURE USE.
47. PROVIDE AND/OR REVISE THE PANEL DIRECTORY OF EACH AND EVERY NEW AND/OR
EXISTING PANELBOARD AFFECTED BY THIS ELECTRICAL WORK.
48. PROVIDE BLANK COVERS PLATE OVER ALL UNUSED OPENINGS IN NEW AND/OR
EXISTING PANELBOARDS.
49. PROVIDE UNFUSED DISCONNECT SWITCHES FOR ALL MECHANICAL EQUIPMENT UNLESS
OTHERWISE NOTED ON CONSTRUCTION DOCUMENTS.
50. THE MINIMUM RATING OF DISCONNECT SWITCHES SHALL BE EQUAL TO OR GREATER
THAN THE RATING OF THE PROTECTIVE DEVICES ON THE SUPPLY SIDE OF THE
DISCONNECT SWITCH. MINIMUM DISCONNECT SWITCH SIZE IS 30 AMPERES.
51. ALL EQUIPMENT SHALL HAVE COPPER CURRENT CARRYING PARTS. ALUMINUM SHALL
NOT BE PERMITTED.
52. ARCHITECTURAL FEATURES AS WELL AS OTHER TRADES EQUIPMENT SHOWN ON
ELECTRICAL DRAWINGS ARE FOR BACKGROUND INFORMATION ONLY. COORDINATE
WITH OTHER TRADES TO DETERMINE THE EXACT LOCATION OF FANS, A/C UNITS,
MOTORS, PUMPS, EQUIPMENT TERMINAL BOXES, AND OTHER EQUIPMENT TO BE
INSTALLED BY OTHER TRADES BEFORE CONDUIT WORK IS STARTED.
53. FOR EXACT LOCATION OF LIGHT FIXTURES, LIGHTING FIXTURE SCHEDULE (UNLESS
SHOWN ON THESE DRAWINGS) AND LIGHTING SYMBOLS REFER TO ARCHITECTURAL
AND/OR LIGHTING CONSULTANT DRAWINGS. INFORMATION SHOWN IN ELECTRICAL
DRAWINGS IS FOR REFERENCE ONLY. FINAL LIGHTING APPROVAL BY ARCHITECT.
54. MOUNTING ACCESSORIES FOR RECESSED LIGHTING FIXTURES SHALL BE
APPROPRIATE TO MEET THE REQUIREMENTS OF THE CEILING CONSTRUCTION. REFER
TO ARCHITECTURAL DRAWINGS FOR CEILING TYPE SCHEDULE.
55. PENDANT MOUNTED FIXTURES IN AREAS WITH NO HUNG CEILING SHOULD BE
INSTALLED AFTER DUCTWORK AND PIPING HAVE BEEN INSTALLED. COORDINATE
MOUNTING HEIGHT AND LOCATION OF LIGHTING FIXTURES TO CLEAR MECHANICAL,
ELECTRICAL, FIRE PROTECTION AND PLUMBING EQUIPMENT AND PIPING.
56. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL ELECTRICAL WORK NECESSARY TO
INSTALL ELECTRIFIED LANDSCAPE FURNITURE WORKSTATIONS, INCLUDING, BUT NOT
LIMITED TO, INSTALLATION OF THE FOLLOWING COMPONENTS FURNISHED BY OTHERS:
POWER ENTRY IN-FEEDS, BASE RACEWAYS, HARNESSES, INTERPANEL CONNECTORS,
RECEPTACLES, TELECOM DEVICES, TASK LIGHTING, ETC.
57. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL NECESSARY LABOR AND MATERIALS
AS REQUIRED TO MAINTAIN THE FIRE RATINGS OF WALLS WHERE ELECTRICAL
DEVICES/EQUIPMENT ARE TO BE INSTALLED.
58. INVESTIGATE EACH SPACE THROUGH WHICH EQUIPMENT MUST BE MOVED. WHERE
NECESSARY, EQUIPMENT SHALL BE SHIPPED FROM MANUFACTURER IN SECTIONS OF
SIZE SUITABLE FOR MOVING THROUGH AVAILABLE RESTRICTIVE SPACES. ASCERTAIN
FROM BUILDING OWNER AND TENANT AT WHAT TIMES OF DAY EQUIPMENT MAY BE
MOVED THROUGH THE AREAS.
59. CONTRACTOR TO BE RESPONSIBLE FOR THE PROPER INSTALLATION, PRE-SETTING,
WIRING, PLACEMENT AND ADJUSTMENT OF ALL SENSORS INCLUDING BUT NOT LIMITED
TO OCCUPANCY SENSORS, VACANCY SENSORS, DAYLIGHT SENSORS, ETC. AS PER THE
MANUFACTURER'S SPECIFICATIONS, MANUFACTURER WRITTEN INSTRUCTIONS AND
APPROVED SUBMITTALS. CONTRACTOR WILL ALSO BE RESPONSIBLE TO ASSIST THE
MANUFACTURER'S REPRESENTATIVE DURING THE SYSTEM COMMISSIONING PROCESS
AND WILL BE REQUIRED TO RELOCATE AND RE-ADJUST SENSORS, AT NO ADDITIONAL
COST TO THE CLIENT, UNTIL THE LIGHTING CONTROLS SYSTEM IS FUNCTIONING AS
PER THE SPECIFIED CONTROL INTENT AND CLIENT SATISFACTION.
19. ALL CONDUIT RUNS SHALL BE CONCEALED WITHIN WALLS OR CEILING. EXPOSED
CONDUITS AND BOXES, WHEN REQUIRED, SHALL BE PAINTED. PAINTING SHALL
CONSIST OF A PRIME COAT AND A FINISHED COAT, COLOR AS SELECTED BY
ARCHITECT OR TO MATCH SURROUNDING SURFACES. FACTORY PAINTING WILL BE
ACCEPTED AS A PRIME COAT.
20. MINIMUM SIZE OF CONDUITS SHALL BE 3/4", UNLESS OTHERWISE NOTED.
21. INSTALL PULL WIRES IN EMPTY RACEWAYS. USE POLYPROPYLENE OR MONOFILAMENT
PLASTIC LINE WITH NOT LESS THAN 200-LB (90-KG) TENSILE STRENGTH. LEAVE AT
LEAST 12 INCHES (300 MM) OF SLACK AT EACH END OF PULL WIRE
22. PROVIDE PIPE SLEEVES WHERE CONDUITS ARE ROUTED THROUGH FOUNDATION
WALLS, SLABS AND FIRE RATED PARTITIONS. PIPE SLEEVES SHALL BE GROUTED.
SEALANT SHALL BE APPLIED AROUND THE CONDUIT IN THE SLEEVE IN ORDER TO
PREVENT INGRESS OF MOISTURE. WALL AND SLAB PENETRATIONS SHALL BE
COMPLETELY WATERPROOFED AND FIREPROOFED WITH UL APPROVED MATERIALS.
23. ALL OPENINGS BETWEEN FLOORS, THROUGH RATED FIRE AND SMOKE WALLS, OR
CREATED BY THE CONTRACTOR FOR CABLE OR CONDUIT PASS-THROUGH SHALL BE
SEALED WITH A UL LISTED FIRE-STOPPING MATERIAL. FIRE-STOPPING MATERIAL AND
ITS APPLICATION SHALL BE ACCOMPLISHED IN SUCH A MANNER THAT IS ACCEPTABLE
TO THE LOCAL FIRE AND BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS
WORK. ANY OPENINGS CREATED BY OR FOR THE CONTRACTOR AND LEFT UNUSED
SHALL ALSO BE SEALED AS PART OF THIS WORK. REFER TO ARCHITECTURAL
DRAWINGS FOR FIRE RATING OF WALLS AND SLABS.
24. IN UNFINISHED SPACES OF THE BUILDING SUCH AS FAN ROOMS, PIPE SPACES, ETC.,
LOCATIONS OF CONDUIT AND OUTLETS ARE APPROXIMATE AND SHALL CLEAR PIPING
AND ALL OTHER CONSTRUCTION. ALL OUTLETS MUST BE UNOBSTRUCTED AND
EXTENDED AS DIRECTED TO CLEAR ANY INTERFERENCE WITH FIXTURES, PIPING
EQUIPMENT, ETC.
25. SUPPORT ALL ELECTRICAL EQUIPMENT AND CONDUIT FROM BUILDING STRUCTURE
AND/OR FRAMING IN AN APPROVED MANNER. WHERE OVERHEAD CONSTRUCTION DOES
NOT PERMIT FASTENING OF SUPPORTS FOR EQUIPMENT, FURNISH ADDITIONAL
FRAMING. ALL ELECTRICAL EQUIPMENT AND RACEWAY SHALL BE SUSPENDED FROM
SUPPLEMENTAL SLOTTED CHANNEL FRAME. ALL SUCH MOUNTS, DEVICES, FASTENERS
SHALL BE OF SUFFICIENT THICKNESS TO CARRY THE LOAD SUSPENDED. CONTRACTOR
SHALL BE RESPONSIBLE FOR PROVIDING ANY ADDITIONAL SUPPLEMENTAL STEEL
REQUIRED TO SUPPORT THE EQUIPMENT OR DEVICES.
26. PROVIDE OUTLET BOXES AND ENCLOSURES APPROPRIATE FOR THE PURPOSE AND
ENVIRONMENT AT ALL LOCATIONS WHERE THE DRAWINGS REQUIRE THE INSTALLATION
OF ELECTRICAL DEVICES OR ELECTRICAL EQUIPMENT.
27. ALL EXPOSED NONCURRENT-CARRYING METAL PARTS OF ELECTRICAL EQUIPMENT
AND RACEWAYS SHALL BE GROUNDED. FOR FEEDERS AND/OR BRANCH CIRCUITS
WHERE GROUNDING CONDUCTOR IS NOT PROVIDED, METAL RACEWAYS AND METAL
ENCLOSURES FOR CONDUCTORS SHALL BE TIGHTLY JOINED TO CREATE A
CONTINUOUS ELECTRIC CIRCUIT AND SO ASSURE A PROPERLY GROUNDED SYSTEM.
FITTINGS FOR JOINTS AND TERMINATIONS SHALL BE LISTED FOR GROUNDING
INSTALLATION. PROVIDE BONDING JUMPERS WITH APPROVED FITTINGS OF SIZE
REQUIRED FOR EQUIPMENT GROUNDING. THE CONTRACTOR SHALL ENSURE
CONTINUITY OF THE GROUNDING CIRCUIT FROM THE SUPPLYING PANELBOARD
GROUNDING BUS TO THE LOAD GROUND TERMINAL.
28. UNLESS OTHERWISE NOTED, CONDUCTORS FOR POWER AND LIGHTING CIRCUITS
SHALL BE OF TYPE THHN/THWN AND MINIMUM SIZE SHALL BE #12 AWG. CONDUCTORS
#10 AWG AND SMALLER SHALL BE SOLID COPPER; #8 AWG AND LARGER SHALL BE
COPPER, STRANDED.
29. BRANCH CIRCUIT CONDUCTORS SHALL BE INCREASED IN SIZE TO COMPENSATE FOR
VOLTAGE DROP AS FOLLOWS:
A. FOR CIRCUITS RATED AT 120V, 20A THAT RUN OVER 100'-0", USE #10 AWG WIRE SIZE.
B. FOR CIRCUITS RATED AT 277V, 20A THAT RUN OVER 200'-0", USE #10 AWG WIRE SIZE.
30. LOW VOLTAGE WIRING SHALL NOT BE PERMITTED IN THE SAME RACEWAY AS POWER
WIRING.
31. ALL GROUND WIRES SHALL BE INSTALLED IN CONDUIT. FERROUS METAL RACEWAYS
MUST BE BONDED TO THE CONTAINED GROUNDING ELECTRODE CONDUCTOR.
32. FOR CONCRETE BUILDINGS THAT DO NOT HAVE A GROUNDING RISER OR A
TELECOMMUNICATION BONDING BACKBONE, CONTRACTOR SHALL EXTEND THE
GROUNDING CONDUCTOR FOR SEPARATELY DERIVED SYSTEMS AND BONDING
CONDUCTOR FOR TELECOMMUNICATION EQUIPMENT TO THE MAIN BUILDING
GROUNDING BUS BAR.
33. ALL BRANCH CIRCUITS SHALL BE PROVIDED WITH DEDICATED NEUTRALS. IF
CONTRACTOR ELECTS TO SHARE NEUTRALS, IT IS HIS RESPONSIBILITY TO PROVIDE A
MEANS TO DISCONNECT ALL BRANCH CIRCUITS SIMULTANEOUSLY (MULTIPLE
BREAKERS). FOR EXISTING PANELBOARDS THE CONTRACTOR SHALL UPGRADE,
PROVIDE NEUTRAL BAR TERMINATION EXTENSION KITS OR REPLACE NEUTRAL
TERMINATION BARS AS REQUIRED FOR THE DEDICATED NEUTRALS.
34. PROVIDE DEDICATED NEUTRALS FOR CIRCUITS FED FROM SINGLE-POLE
OVERCURRENT PROTECTIVE DEVICES, GROUND FAULT PROTECTED CIRCUITS WHERE
A GFCI OR GFPE BREAKER IS USED IN A PANELBOARD, CIRCUITS FEEDING DIMMER
CONTROLLED LOADS, AND CIRCUITS FEEDING ELECTRONIC EQUIPMENT WHICH
PRODUCES A HIGH LEVEL OF HARMONIC DISTORTION INCLUDING, BUT NOT LIMITED TO,
COMPUTERS, PRINTERS, PLOTTERS, COPY MACHINES, AND FAX MACHINES.
35. ELECTRICAL DRAWINGS INDICATE CIRCUIT NUMBERS (#) FOR RECEPTACLES, LIGHTING
FIXTURES AND OTHER EQUIPMENT FEEDS. UNLESS OTHERWISE NOTED PROVIDE 2#12,
1#12G IN 3/4" CONDUIT TO 15A OR 20A CIRCUIT BREAKERS IN PANELS INDICATED.
CIRCUIT NUMBERS (#) NOTED ON PLANS ARE INTENDED AS A GUIDE. FINAL NUMBERING
SYSTEM TO BE NOTED ON AS-BUILT DRAWINGS AND ON TYPED PANELBOARD
DIRECTORY CARDS.
36. FURNISH AND INSTALL WIRING FOR EQUIPMENT FURNISHED BY OTHERS, AS SHOWN
ON ARCHITECTURAL, HVAC, PLUMBING, IT AND/OR ELECTRICAL DRAWINGS.
COORDINATE WITH OTHER TRADES FOR DETAILS OF INSTALLATION AND WIRING
REQUIREMENTS. THE TERM "WIRING" AS USED HEREIN SHALL INCLUDE FURNISHING
AND INSTALLING CONDUIT, WIRES, JUNCTION/OUTLET BOXES, DISCONNECTS,
OVERCURRENT PROTECTION DEVICES AND FINAL CONNECTIONS. COORDINATE FINAL
CONDUCTOR SIZES, QUANTITIES, VOLTAGE REQUIREMENTS, AND OVERCURRENT
DEVICE AND OUTLET RATINGS WITH ACTUAL EQUIPMENT TO BE FURNISHED TO THE
SITE PRIOR TO FINALIZING WIRING INSTALLATION. MINOR ADJUSTMENTS TO WIRING
REQUIREMENTS NECESSARY TO ACCOMMODATE ACTUAL FURNISHED EQUIPMENT
SHALL BE PROVIDED AT NO ADDITIONAL COST TO OWNER.
37. PROVIDE ALL REQUIRED ELECTRICAL FINAL CONNECTIONS. FURNISH AND INSTALL ALL
COPPER MATERIALS INCLUDING BUT NOT LIMITED TO LUGS, COPPER BUS
DETAILS/LUGS KITS, BUS BAR EXTENSIONS, MULTI-TAPS, ETC AS REQUIRED TO ACCEPT
INCOMING AND OUTGOING CABLES TO COMPLETE CONTRACT WORK. ALSO PROVIDE
LABOR AND MATERIAL AS REQUIRED TO MODIFY EXISTING OR NEW EQUIPMENT
INCLUDING ENCLOSURE MODIFICATIONS.
38. VERIFY LOCATIONS OF ALL ELECTRICAL EQUIPMENT WITH ARCHITECTURAL DRAWINGS
OR INTERIOR DETAILS. WHEN LOCATING BOXES OR OUTLETS, ALLOW FOR OVERHEAD
PIPES, DUCTS, MECHANICAL EQUIPMENT, VARIATIONS IN FIREPROOFING AND
PLASTERING, WINDOW AND DOOR TRIM, PANELING, HUNG CEILING, ETC., AND
CORRECT ANY INACCURACY RESULTING FROM FAILURE TO DO SO WITHOUT EXPENSE
TO OWNER.
1. ALL WORK UNDER THIS CONTRACT SHALL BE PERFORMED IN STRICT ACCORDANCE
WITH THE REQUIREMENTS OF THE FOLLOWING CODES AND STANDARDS:
2. PROVIDE ALL LABOR, MATERIALS, SUPERVISION, TOOLS, SCAFFOLDING, MACHINERY,
EQUIPMENT, APPLIANCES, AND SERVICES INCLUDING TRANSPORTATION, RIGGING,
STORAGE UTILITIES, ETC. AS REQUIRED TO COMPLETE THE WORK UNDER THIS
CONTRACT. ALL SYSTEMS AND EQUIPMENT SHALL BE COMPLETE IN EVERY RESPECT
AND ALL MATERIAL, EQUIPMENT AND LABOR SHALL BE FURNISHED, INSTALLED, TESTED
AND COMMISSIONED FOR A FULLY OPERATIONAL SYSTEM.
3. PROVIDE LINE VOLTAGE POWER WIRING, CONDUIT AND OVERCURRENT PROTECTION
REQUIRED FOR HVAC, MECHANICAL, PLUMBING AND FIRE PROTECTION EQUIPMENT
AND CONTROLS REGARDLESS OF WHETHER SPECIFICALLY INDICATED IN ELECTRICAL
DOCUMENTS. REFER TO OTHER TRADE DOCUMENTS FOR ALL EQUIPMENT AND
CONTROL NEEDS.
4. PROVIDE LABOR AND MATERIALS REQUIRED FOR THE INSTALLATION AND
MAINTENANCE OF TEMPORARY LIGHTING AND TEMPORARY POWER FOR TOOLS,
HEATING AND/OR COOLING OR OTHER REASONS. CONTRACTOR TO DISCUSS THE
TEMPORARY LIGHTING/POWER REQUIREMENTS WITH THE GENERAL CONTRACTOR
PRIOR TO BID AND INCLUDE THE COST OF FILING, PERMITS, APPROVALS, RENTALS AND
EQUIPMENT INCLUDING BUT NOT LIMITED TO DISTRIBUTION SWITCHBOARDS,
PANELBOARDS, METERS, FEEDERS, BRANCH WIRING, LIGHTING FIXTURES, WIRING
DEVICES, GENERATORS (INCLUDING FUEL), ETC.
5. ALL ELECTRICAL EQUIPMENT SHALL BE THE LATEST OF THE CURRENT YEAR IN DESIGN
AND MATERIAL, AND SHALL COMPLY WITH ALL APPLICABLE REQUIREMENTS OF LAWS,
CODES, ORDINANCES, LEGISLATION, STANDARDS, ETC., OF ALL FEDERAL, STATE, AND
LOCAL AUTHORITIES, WHETHER INDICATED ON THE CONTRACT DOCUMENTS OR NOT.
6. CONTRACTOR TO BE RESPONSIBLE FOR REVIEWING THE FULL SET OF BID DOCUMENTS
TO BE AWARE OF THE TOTAL SCOPE PRIOR TO SUBMITTING BID. ALL WORK SHOWN ON
THE DRAWINGS NOT SPECIFICALLY CALLED OUT AS EXISTING SHALL BE CONSIDERED
WORK TO BE PERFORMED UNDER THIS CONTRACT.
7. BIDDERS, BEFORE SUBMITTING A PROPOSAL, SHALL VISIT AND CAREFULLY EXAMINE
THE SITE TO BECOME FAMILIAR WITH THE EXISTING CONDITIONS AND WITH THE
DIFFICULTIES THAT WILL ATTEND THE EXECUTION OF THIS WORK. SUBMISSION OF A
PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH EXAMINATION HAS BEEN
MADE. LATER CLAIMS WILL NOT BE RECOGNIZED FOR EXTRA LABOR, EQUIPMENT OR
MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED. NO ALLOWANCE
WILL SUBSEQUENTLY BE MADE TO THE CONTRACTOR BY REASON OF ANY ERROR DUE
TO THE CONTRACTOR'S NEGLECT TO COMPLY WITH THIS REQUIREMENT. REPORT ANY
DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE ENGINEER.
8. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED
CERTIFICATES OF INSURANCE WITH THE BUILDING OWNER, FILE ALL NECESSARY
FORMS WITH THE BUILDING DEPARTMENT, FIRE DEPARTMENT AND OTHER
GOVERNMENTAL AGENCIES, OBTAIN ALL REQUIRED PERMITS, TEST/INSPECTION
REPORTS, CERTIFICATIONS FOR T.C.O. AND C.O. AND PAY ALL FEES REQUIRED.
9. ALL NOTATIONS OF "SCALE" ARE INTENDED AS APPROXIMATIONS. THE CONTRACTOR
SHALL BE RESPONSIBLE TO ASCERTAIN THE EXACT DIMENSIONS IN FIELD.
10. ELECTRICAL DRAWINGS ARE DIAGRAMMATIC, SIZES AND LOCATION OF EQUIPMENT
AND WIRING ARE SHOWN TO SCALE WHERE POSSIBLE, BUT MAY BE DISTORTED FOR
CLARITY ON THE DRAWINGS. IT IS THE CONTRACTORS RESPONSIBILITY TO
COORDINATE WITH OTHER TRADES AND INSTALL EQUIPMENT AS PER FIELD
CONDITIONS.
11. ELECTRICAL CONTRACTOR SHALL TAKE DELIVERY AND RESPONSIBILITY FOR ALL
EQUIPMENT PRE-PURCHASED BY THE OWNER FOR THIS PROJECT. WORK SHALL
INCLUDE RECEIVING EQUIPMENT AT STREETSIDE MOVING IT TO INTERIM ONSITE
SECURE STORAGE LOCATION, PROTECTING EQUIPMENT FROM DAMAGE, MOVING THE
EQUIPMENT FROM STORAGE TO ITS FINAL POSITION, SETTING IN PLACE, AND
COMPLETION OF ALL INSTALLATION, TESTING AND COMMISSIONING PROCEDURES
REQUIRED FOR APPLICABLE EQUIPMENT.
12. UPON COMPLETION OF ALL ELECTRICAL WORK, ELECTRICAL CONTRACTOR SHALL
ADJUST AND TEST ALL CIRCUITS, CIRCUIT PROTECTION DEVICES (CIRCUIT BREAKERS,
GROUND FAULT RELAYS, ETC.), WIRING DEVICES, ENERGY CONTROL DEVICES,
LIGHTING FIXTURES, MOTORS AND ANY OTHER ELECTRICAL ITEMS INSTALLED. ANY
DEFECTIVE ITEMS SHALL BE IMMEDIATELY REPAIRED OR REPLACED WITH NEW
EQUIPMENT OR MATERIALS AND THAT PORTION OF THE SYSTEM SHALL BE RE-TESTED.
ALL SUCH REMEDIAL WORK SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE
OWNER.
13. UPON COMPLETION OF WORK, ELECTRICAL CONTRACTOR SHALL BALANCE ALL
PANELBOARDS AFFECTED TO WITHIN 10% DEVIATION BETWEEN PHASES.
14. REMOVE ALL DEBRIS RESULTING FROM REMOVAL AND/OR INSTALLATION OF
ELECTRICAL WORK FROM THE PREMISES. REMOVAL OF DEBRIS SHALL BE
COORDINATED WITH BUILDING MANAGEMENT. DISPOSAL WORK SHALL BE IN
COMPLIANCE WITH THE REQUIREMENTS OF THE BUILDING CODE AND WITH ALL STATE
AND FEDERAL REGULATIONS
15. UNLESS OTHERWISE NOTED, ELECTRICAL EQUIPMENT INCLUDING BUT NOT LIMITED TO
PULL BOXES, JUNCTION BOXES, WIRING DEVICES, PANELBOARDS, LOW VOLTAGE
SYSTEMS DEVICES, ETC WHERE INDICATED ON DRAWINGS, SHALL BE CONSIDERED
SHOWN AT THEIR APPROXIMATE LOCATION. THE CONTRACTOR SHALL LOCATE THESE
ITEMS AS FIELD CONDITIONS DICTATE AND AS APPROVED BY THE ARCHITECT AND/OR
ENGINEER.
16. ALL CONDUIT RUNS, WHEN SHOWN ON THE DRAWINGS, ARE SHOWN
DIAGRAMMATICALLY TO OUTLINE THE GENERAL ROUTING OF MAJOR FEEDERS AND
BRANCH WIRING. IT IS NOT WITHIN THE SCOPE OF THESE DRAWINGS TO SHOW ALL
NECESSARY BENDS, OFFSETS, PULL BOXES, CABLE SUPPORT BOXES, JUNCTION
BOXES AND OBSTRUCTIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
TO INSTALL HIS WORK TO CONFORM TO THE REQUIREMENTS OF THE ELECTRICAL
CODE, FIELD CONDITIONS, AND TO PRESERVE HEADROOM.
17. ADDITIONAL PULL BOXES, JUNCTION BOXES AND WIRE TROUGHS NOT SHOWN ON
DRAWINGS SHALL BE PROVIDED WHERE REQUIRED BY APPLICABLE CODE
REQUIREMENTS OR WHERE CALLED FOR BY FIELD CONDITIONS. PULL AND JUNCTION
BOXES SHALL BE SURFACE TYPE IN UNFINISHED SPACES AND FLUSH TYPE IN FINISHED
SPACES. PROVIDE COVERS FOR ALL JUNCTION BOXES, PULL BOXES AND WIRE
TROUGHS. COVERS SHALL BE ACCESSIBLE.
18. CONDUIT RUNS SHALL CLEAR ALL ARCHITECTURAL FEATURES (DOORS, WINDOWS,
ETC.) AND STRUCTURAL MEMBERS. CONDUIT INSTALLATION SHALL ALSO BE MADE TO
AVOID INTERFERENCE WITH PIPES, DUCTS, OR OTHER EQUIPMENT CORRESPONDING
TO OTHER TRADES, INCLUDING BUT NOT LIMITED TO MECHANICAL, PLUMBING AND FIRE
PROTECTION. SHALL ANY OF THIS ELEMENTS PREVENT THE INSTALLATION OF
RACEWAY AS DELINEATED ON THE CONTRACT DOCUMENTS, DEVIATION MUST BE
APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. ANY VARIATION DUE TO FIELD
CONDITIONS SHALL NOT REPRESENT AN ADDITIONAL COST TO OWNER.
(ALL DIMENSIONS TO CENTERLINE OF BOX U.O.N.):
A. 2022 CALIFORNIA ELECTRICAL CODE
B. 2022 CALIFORNIA BUILDING CODE
C. 2022 CALIFORNIA FIRE ALARM CODE
D. 2022 BUILDING ENERGY EFFICIENCY STANDARDS (TITLE 24)
E. TENANT DESIGN AND CONSTRUCTION HANDBOOK.
F. BUILDING MANAGEMENT RULES AND REGULATIONS.
G. OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA)
H. AMERICAN DISABILITIES ACT (ADA)
I. UNDERWRITERS LABORATORIES, INC. (UL)
J. ALL LOCAL JURISDICTION DIRECTIVES AND REQUIREMENTS.
Mechanical and Electrical Engineers
Lilker Associates
1001 Avenue of the Americas
New York, NY 10018
tel 212.695.1000
fax 212.695.1299
www.lilker.com
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2024 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
KS
FL
DE
CT
AZ
AL
C-1967WY
RA011075GA
AR10400066IN
C-29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
NV 5521
WA 10344
13167AK
SD 11532
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2023-0069
Proposed
Store Design
for: VERIZON
Metro Pointe
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/24
3/15/24
ELECTRICAL GENERAL
NOTES
E.0.0
DB
MH
45 OF 81
ELECTRICAL DRAWING LIST
E.0.0 ELECTRICAL GENERAL NOTES
E.0.1 ELECTRICAL SYMBOLS, LEGENDS AND
ABBREVIATIONS
E.0.2 ELECTRICAL SPECIFICATIONS (1 OF 2)
E.0.3 ELECTRICAL SPECIFICATIONS (2 OF 2)
E.1.0 POWER FLOOR PLAN
E.1.1 POWER LOCATION PLAN
E.1.2 LIGHTING FLOOR PLAN
E.1.3 LIGHT FIXTURE DETAILS
E.1.4 LIGHTING SCHEDULE AND CONTROLS
E.2.0 PARTIAL RISER DIAGRAM & PANEL SCHEDULES
E.2.1 ELECTRICAL DETAILS - FLOOR BOXES
E.2.2 LIGHTNG CONTROL DIAGRAMS
E.2.3 TELCO ELEVATIONS AND DETAILS
E.3.0 TITLE 24 ENERGY COMPLIANCE FORM
E.3.1 TITLE 24 ENERGY COMPLIANCE FORM
E.3.2 TITLE 24 ENERGY COMPLIANCE FORM
E.3.3 TITLE 24 ENERGY COMPLIANCE FORM
E.3.4 TITLE 24 ENERGY COMPLIANCE FORM
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
J
J
EN
L
a
a
OS
a
a
LV
LV
a
a
a
a
OS
GFI
GFI/WP
LP LP
60/3
60/60/3
60/3
CR
OS
M
T
VFD
KW
T
ATS-100
HP
VS
ELECTRICAL SYMBOL LIST
PP#1
WIRING AND CONDUIT
DISTRIBUTION EQUIPMENT
CONDUIT RUNNING UP
CONDUIT RUNNING DOWN
LINE TYPES
WIRING DEVICES
TELECOMMUNICATION DEVICES
PP#1,3
PP#1,3,5
PP#(1,3)
PP#(1,3,5)
A, AMP
AC
A/C
AFF
ARCH
C, CDT
CB
CKT(S)
CL
CLG
DGP
DISC
DIST
DN
DWG
EM
EM/NL
EMT
EQUIP
EXIST,EX,(E)
FA
FL
GA
IG
JB
K
KVA
LP
LTG
MECH.
MIN
MTD
N
NTS
OCPD
SCH
STD
TYP
V
VA
W
W/
∅
BLDG
A/V
AWG
CU
ELEC
G, GND
GFI
KW
HP
MCB
MLO
NEC
No
NIC
P
PNL
PWR
REF
REC,RCPT
RM.
SP
SW
TEL
UON
NFPA
SYMBOL DESCRIPTION SYMBOL DESCRIPTION
ABBREVIATIONS
AIC
AF/AT
AFI
AS/AF
ATS
BLR
BMS
CELL
CO
CONV
CT
EC
ELEV
ER
ETC
FBO
FMC
GWB
KN
KWH
L
MACH
MP
NC
NO
PB
RE
RP
STOR
TCO
VDC
WP
AMPERE
ALTERNATING CURRENT
AIR CONDITIONER
ABOVE FINISHED FLOOR
ARC FAULT INTERRUPTER
AMPERE FRAME/AMPERE TRIP
AMPERES INTERRUPTING CAPACITY
AMPERE SWITCH/AMPERE FUSE
AUTOMATIC TRANSFER SWITCH
AUDIO/VISUAL
AMERICAN WIRE GAUGE
BUILDING
BOILER
BUILDING MANAGEMENT SYSTEM
CONDUIT
CIRCUIT BREAKER
CELLAR
CIRCUIT(S)
CLOSET
CEILING
CERTIFICATE OF OCCUPANCY
CONVENIENCE
CURRENT TRANSFORMER
COPPER
DATA GATHERING PANEL
DISCONNECT
DISTRIBUTION
DOWN
DRAWING
ELECTRICAL CONTRACTOR
ELECTRIC
ELEVATOR
EMERGENCY
EMERGENCY/NIGHT LIGHT
ELECTRIC METALLIC TUBING
EQUIPMENT
EXISTING TO RELOCATE
ETCETERA
FIRE ALARM
FURNISHED BY OTHERS
FLOOR
FLEXIBLE METALLIC TUBING
GROUND
GAUGE
GROUND FAULT INTERRUPTER
GYPSUM WALL BOARD
HORSEPOWER
ISOLATED GROUND
PHASE
WEATHERPROOF
WITH
WATT, WIRE, WIDTH
DIRECT CURRENT VOLTAGE
VOLT-AMPERE
VOLT
UNLESS OTHERWISE NOTED
TYPICAL
TELEPHONE
TEMPORARY CERTIFICATE OF OCCUPANCY
SWITCH
STORAGE
STANDARD
SPARE
SCHEDULE
RECEPTACLE PANEL
ROOM
REFRIGERATOR
RECEPTACLES
RELOCATE EXISTING
POWER
PANEL
PULL BOX
POLE(S)
OVER CURRENT PROTECTION DEVICE
NORMALLY OPEN
NOT TO SCALE
NOT IN CONTRACT
NUMBER
NORMALLY CLOSED
NEUTRAL
NATIONAL FIRE PROTECTION ASSOCIATION
NATIONAL ELECTRICAL CODE
MOUNTED
MECHANICAL PANEL
MAIN LUGS ONLY
MINIMUM
MAIN CIRCUIT BREAKER
MECHANICAL
MACHINE
LIGHTING
LIGHTING PANEL
LINE
KILOWATT HOUR
KILOWATT
KILOVOLT AMPERE
KEY NOTE
x 1000
JUNCTION BOX
ARCHITECTURAL
EXISTING
LIGHTING CONTROL DEVICES
MOTOR, NUMBER INDICATES HORSE POWER RATING.
AUTOMATIC TRANSFER SWITCH. 3-PHASE, 4-POLE. AMPERE RATING AS INDICATED
IN DRAWINGS. (EG. 100 INDICATES 100-AMP)
(L=LOAD; N=NORMAL SOURCE; E=EMERGENCY SOURCE)
LOW VOLTAGE SWITCH.
WALL MOUNTED IN A SINGLE GANG OUTLET BOX.
WATTSTOPPER LVSW-100 OR APPROVED EQUAL.
SUBSCRIPT INDICATES LIGHTING FIXTURES TO BE CONTROLLED.
LOW VOLTAGE DIMMER WITH PRESET SWITCH AND DIM CONTROL.
WALL MOUNTED IN A SINGLE GANG OUTLET BOX.
WATTSTOPPER LMDM-101 OR APPROVED EQUAL.
SUBSCRIPT INDICATES LIGHTING FIXTURES TO BE CONTROLLED.
WALL SWITCH/OCCUPANCY SENSOR, 125/277-VOLT AC. WALL MOUNTED IN A SINGLE
GANG OUTLET BOX.
WATTSTOPPER DW-100 OR APPROVED EQUAL.
SUBSCRIPT INDICATES LIGHTING FIXTURES TO BE CONTROLLED.
THERMAL OVERLOAD SWITCH FOR CONTROL OF FRACTIONAL HORSEPOWER
SINGLE PHASE MOTORS.
WATER HEATER, NUMBER INDICATES KILOWATT RATING
DIMMER WITH PRESET SWITCH AND SLIDE CONTROL,
20-AMP, 125/277-VOLT AC
WALL MOUNTED IN A SINGLE GANG OUTLET BOX.
WATTSTOPPER RH4FBL3PTC OR APPROVED EQUAL.
SUBSCRIPT INDICATES LIGHTING FIXTURES TO BE CONTROLLED.
CEILING MOUNTED OCCUPANCY/VACANCY SENSOR. PROVIDE POWER SUPPLY AND
ISOLATION RELAY.
WATTSTOPPER LMDC-100 OR APPROVED EQUAL.
SUBSCRIPT INDICATES LIGHTING FIXTURES TO BE CONTROLLED.
AC TOGGLE SWITCH
WALL MOUNTED IN A SINGLE GANG OUTLET BOX.
20-AMP, 125/277-VOLT AC.
SUBSCRIPT INDICATES LIGHTING FIXTURES TO BE CONTROLLED.
VARIABLE FREQUENCY DRIVE
TO BE FURNISHED BY THE MECHANICAL, PLUMBING AND FIRE PROTECTION TRADES
AND INSTALLED BY THE ELECTRICAL CONTRACTOR
DISTRIBUTION TRANSFORMER
(RATING AS INDICATED IN DRAWINGS)
MOTOR STARTER W/ OVERLOAD PROTECTION AND AUTO/OFF/HAND SELECTOR
SWITCH OR START/STOP CONTROL STATION AS SPECIFIED. SIZE SHALL BE
SELECTED ACCORDING TO MOTOR HORSEPOWER RATING. TO BE FURNISHED BY
THE MECHANICAL, PLUMBING AND FIRE PROTECTION TRADES AND INSTALLED BY
THE ELECTRICAL CONTRACTOR
SINGLE PHASE MOTOR STARTER W/ OVERLOAD PROTECTION AND AUTO/OFF/HAND
SELECTOR SWITCH FOR CONTROL OF FRACTIONAL HORSEPOWER SINGLE PHASE
MOTORS.
COMBINATION FUSIBLE DISCONNECT SWITCH/MOTOR STARTER W/ OVERLOAD
PROTECTION AND AUTO/OFF/HAND SELECTOR SWITCH OR START/STOP CONTROL
STATION AS SPECIFIED. RATED AS INDICATED IN DRAWINGS (EG. 60/3 INDICATES
60-AMP SWITCH, 3-POLE). STARTER SIZE SHALL BE SELECTED ACCORDING TO
MOTOR HORSEPOWER RATING. TO BE FURNISHED BY THE MECHANICAL, PLUMBING
AND FIRE PROTECTION TRADES AND INSTALLED BY THE ELECTRICAL CONTRACTOR
FUSIBLE DISCONNECT SWITCH, 30A U.O.N., RATING AS FOLLOWS;
(EG. 60/60/3 INDICATES 60-AMP SWITCH, 3-POLE, FUSED AT 60-AMP)
NON-FUSIBLE DISCONNECT SWITCH, 30A U.O.N., RATING AS FOLLOWS;
(EG. 60/3 INDICATES 60-AMP SWITCH, 3-POLE).
ELECTRICAL PANELBOARD. SURFACE MOUNTED. RATING AS INDICATED ON
DRAWINGS. NOTATION INDICATES PANEL DESIGNATION.
DARK DASHED "X" LINE INDICATES DEMOLITION WORK
DATA/VOICE OUTLET
FLUSH MOUNTED IN POKE-THRU FLOOR BOX SYSTEM
WITH 1"C. STUB-UP UP TO 4" ABOVE ACCESSIBLE CEILING.
PROVIDE DRAG WIRE.
DATA OUTLET
FLUSH MOUNTED IN POKE-THRU FLOOR BOX SYSTEM
WITH 1"C. STUB-UP UP TO 4" ABOVE ACCESSIBLE CEILING.
PROVIDE DRAG WIRE.
DATA/VOICE OUTLET
WALL MOUNTED IN A SINGLE GANG OUTLET BOX.
WITH 1"C. STUB-UP UP TO 4" ABOVE ACCESSIBLE CEILING.
PROVIDE DRAG WIRE.
DATA OUTLET
WALL MOUNTED IN A SINGLE GANG OUTLET BOX.
WITH 1"C. STUB-UP UP TO 4" ABOVE ACCESSIBLE CEILING.
PROVIDE DRAG WIRE.
TELEPHONE OUTLET
WALL MOUNTED IN A SINGLE GANG OUTLET BOX.
WITH 1"C. STUB-UP UP TO 4" ABOVE ACCESSIBLE CEILING.
PROVIDE DRAG WIRE.
DUPLEX RECEPTACLE
CEILING MOUNTED IN A SINGLE GANG OUTLET BOX
20-AMP, 125-VOLT, 2-POLE, 3-WIRE, NEMA 5-20.
QUAD RECEPTACLE. (TWO DUPLEX RECEPTACLES)
FLUSH MOUNTED IN POKE-THRU FLOOR BOX SYSTEM
20-AMP, 125-VOLT, 2-POLE, 3-WIRE, NEMA 5-20 (EACH)
DUPLEX RECEPTACLE
FLUSH MOUNTED IN POKE-THRU FLOOR BOX SYSTEM
20-AMP, 125-VOLT, 2-POLE, 3-WIRE, NEMA 5-20.
DUPLEX RECEPTACLE
WALL MOUNTED IN A SINGLE GANG OUTLET BOX.
20-AMP, 125-VOLT, 2-POLE, 3-WIRE, NEMA 5-20.
WATERTIGHT DUPLEX RECEPTACLE
WALL MOUNTED IN A WEATHERPROOF ENCLOSURE W/
WEATHERPROOF LIFT COVER PLATE.
20-AMP, 125-VOLT, 2-POLE, 3-WIRE, NEMA 5-20.
GFCI DUPLEX RECEPTACLE
WALL MOUNTED IN A SINGLE GANG OUTLET BOX.
20-AMP, 125-VOLT, 2-POLE, 3-WIRE, NEMA 5-20.
QUAD RECEPTACLE. (TWO DUPLEX RECEPTACLES)
WALL MOUNTED IN A COMMON TWO GANG OUTLET BOX.
20-AMP, 125-VOLT, 2-POLE, 3-WIRE, NEMA 5-20 (EACH)
PULL BOX. SIZE AS REQUIRED
DARK DASHED LINE INDICATES DEMOLITION WORK
DARK CONTINUOUS LINE INDICATES NEW WORK IN CONTRACT
LIGHT CONTINUOUS LINE INDICATES EXISTING TO REMAIN
FLOOR MOUNTED JUNCTION BOX AND FINAL CONNECTION TO EQUIPMENT.
EMPTY CONDUIT WITH DRAG LINE.
PROVIDE RUBBER GROMMETS AT BOTH ENDS WHEN USED FOR LOW VOLTAGE
WIRING (COMMUNICATION, SECURITY, ETC)
WIRE TROUGH SIZE AS REQUIRED
JUNCTION BOX AND FINAL CONNECTION TO EQUIPMENT. WHEN SHOWN WITH A SUFFIX,
DESCRIPTION AS FOLLOWS:
"MD" INDICATES FOR MOTORIZED DAMPERS
"CP" INDICATES FOR CONDENSATE PUMP
"LD" INDICATES FOR LEAK DETECTION
"SEC" INDICATES FOR SECURITY PANEL
"WP" INDICATES WEATHERPROOF (NEMA 3R)
"FSD" INDICATES FOR FIRE SMOKE DAMPERS
CONTINUATION OF WIRING AND CONDUIT RUN.
2#12, 1#12G, 3/4"C. (U.O.N.)
CONCEALED WIRING AND CONDUIT RUN.
2#12, 1#12G, 3/4"C. (U.O.N.)
CONCEALED HOME RUN TO PANELBOARD OR SWITCHBOARD.
NOTATION INDICATES PANEL DESIGNATION AND CIRCUIT(S) NUMBER.
No. OF ARROWS DENOTES No. OF CIRCUITS: 2#12, 1#12G, 3/4"C. (U.O.N.).
EX: PP#1: PANEL PP, CIRCUIT #1 (SINGLE POLE OCPD)
PP#1,3:PANEL PP, CIRCUITS #1 & #3 (SINGLE POLE OCPD)
PP#(1,3): PANEL PP, CIRCUITS #1 & #3 (TWO POLE OCPD)
PP#1,3,5: PANEL PP, CIRCUITS #1, #3 & #5 (SINGLE POLE OCPD)
PP#(1,3,5): PANEL PP, CIRCUITS #1, #3 & #5 (THREE POLE OCPD)
COMBINATION DIMMER WITH PRESET SWITCH AND DIM CONTROL/OCCUPANCY SENSOR.
WALL MOUNTED IN A SINGLE GANG OUTLET BOX.
WATTSTOPPER DW-311 OR APPROVED EQUAL.
SUBSCRIPT INDICATES LIGHTING FIXTURES TO BE CONTROLLED.
LTS LIGHTS
FRONT OF HOUSE (FOH) LIGHTING SWITCH BANK.
REFER TO SWITCHBANK NOTES AND DETAIL ON E.1.2 FOR MORE INFORMATION.
"HT" INDICATES FOR HEAT TRACE
"DD" INDICATES FOR DUCT DETECTOR (SMOKE)
"UV" INDICATES FOR UV LIGHT
CONTROLLED RECEPTACLE; FACTORY LABELED.
20-AMP, 125-VOLT, 2-POLE, 3-WIRE, NEMA 5-20.
WALL MOUNTED IN A SINGLE GANG OUTLET BOX.
UNO UNLESS NOTED OTHERWISE
CEILING MOUNTED IN A TWO GANG OUTLET BOX
20-AMP, 125-VOLT, 2-POLE, 3-WIRE, NEMA 5-20 EACH.
QUAD RECEPTACLE. (TWO DUPLEX RECEPTACLES)
DATA OUTLET
CEILING MOUNTED IN A SINGLE GANG OUTLET BOX.
Mechanical and Electrical Engineers
Lilker Associates
1001 Avenue of the Americas
New York, NY 10018
tel 212.695.1000
fax 212.695.1299
www.lilker.com
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2024 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
KS
FL
DE
CT
AZ
AL
C-1967WY
RA011075GA
AR10400066IN
C-29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
NV 5521
WA 10344
13167AK
SD 11532
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2023-0069
Proposed
Store Design
for: VERIZON
Metro Pointe
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/24
3/15/24
ELECTRICAL SYMBOLS,
LEGENDS AND
ABBREVIATIONS
E.0.1
DB
MH
46 OF 81
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
SECTION 16A GENERAL ELECTRICAL REQUIREMENTS
16A 1 GENERAL INSTRUCTIONS
16A 1 -1 GENERAL REQUIREMENTS
ALL REQUIREMENTS UNDER DIVISION 1 AND THE GENERAL AND SUPPLEMENTARY CONDITIONS OF
THESE SPECIFICATIONS APPLY TO THIS SECTION AND DIVISION. WHERE THE REQUIREMENTS OF THIS
SECTION AND DIVISION EXCEED THOSE OF DIVISION 1, THIS SECTION AND DIVISION TAKE
PRECEDENCE. BECOME THOROUGHLY FAMILIAR WITH ALL THEIR CONTENTS AS TO REQUIREMENTS
THAT AFFECT THIS DIVISION, SECTION OR BOTH. WORK REQUIRED UNDER THIS DIVISION INCLUDES
ALL MATERIAL, EQUIPMENT, APPLIANCES, AND LABOR REQUIRED TO COMPLETE THE ENTIRE
ELECTRICAL SYSTEM AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS, OR REASONABLY
INFERRED TO BE NECESSARY TO FACILITATE EACH SYSTEM'S FUNCTIONING AS IMPLIED BY THE
DESIGN AND THE EQUIPMENT SPECIFIED.
THE SPECIFICATIONS AND DRAWINGS FOR THE PROJECT ARE COMPLEMENTARY, AND PORTIONS OF
THE WORK DESCRIBED IN ONE, SHALL BE PROVIDED AS IF DESCRIBED IN BOTH. IN THE EVEN OF
DISCREPANCIES, NOTIFY THE ARCHITECT / ENGINEER AND REQUEST CLARIFICATION PRIOR TO
PROCEEDING WITH THE WORK INVOLVED.
DRAWINGS ARE GRAPHIC REPRESENTATIONS OF THE WORK UPON WHICH THE CONTRACT IS BASED.
THEY SHOW THE MATERIALS AND THEIR RELATIONSHIP TO ONE ANOTHER, INCLUDING SIZES, SHAPES,
LOCATIONS, AND CONNECTIONS. THEY ALSO CONVEY THE SCOPE OF WORK, INDICATING THE
INTENDED GENERAL ARRANGEMENT OF THE EQUIPMENT, FIXTURES, OUTLETS AND CIRCUITS WITHOUT
SHOWING ALL OF THE EXACT DETAILS AS TO ELEVATIONS, OFFSETS, CONTROL LINES, AND OTHER
INSTALLATION REQUIREMENTS. USE THE DRAWINGS AS A GUIDE WHEN LAYING OUT THE WORK AND
TO VERIFY THAT MATERIALS AND EQUIPMENT WILL FIT INTO THE DESIGNATED SPACES, AND WHICH,
WHEN INSTALLED PER MANUFACTURER' REQUIREMENTS WILL ENSURE A COMPLETE, COORDINATED,
SATISFACTORY AND PROPERLY OPERATING SYSTEM.
DRAWINGS ARE SCHEMATIC IN NATURE. SHOW THE VARIOUS COMPONENTS OF THE SYSTEMS
APPROXIMATELY TO SCALE AND ATTEMPT TO INDICATE HOW THEY SHALL BE INTEGRATED WITH
OTHER PARTS OF THE WORK. FIGURED DIMENSIONS TAKE PRECEDENCE TO SCALED DIMENSIONS.
DETERMINE EXACT LOCATIONS BY JOB MEASUREMENTS, BY CHECKING THE REQUIREMENTS OF
OTHER TRADES, AND BY REVIEWING ALL CONTRACT DOCUMENTS. CORRECT ERRORS THAT COULD
HAVE BEEN AVOIDED BY PROPER CHECKING AND INSPECTION, AT NO ADDITIONAL COST TO THE
OWNER.
SPECIFICATIONS DEFINE THE QUALITATIVE REQUIREMENTS FOR PRODUCTS, MATERIAL, AND
WORKMANSHIP UPON WHICH THE CONTRACT IS BASED.
16A 1 -2 DEFINITIONS
WHENEVER USED IN THESE SPECIFICATIONS OR DRAWINGS, THE FOLLOWING TERMS SHALL HAVE THE
INDICATED MEANINGS:
1. FURNISH: "TO SUPPLY AND DELIVER TO THE PROJECT SITE, READY FOR UNLOADING, UNPACKING,
ASSEMBLING, INSTALLING, AND SIMILAR OPERATIONS."
2. INSTALL: "TO PERFORM ALL OPERATIONS AT THE PROJECT SITE, INCLUDING, BUT NOT LIMITED TO,
AND AS REQUIRED: UNLOADING, UNPACKING, ASSEMBLING, ERECTING, PLACING, ANCHORING,
APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, TESTING,
COMMISSIONING, STARTING UP AND SIMILAR OPERATIONS, COMPLETE, AND READY FOR THE
INTENDED USE."
3. PROVIDE: "TO FURNISH AND INSTALL COMPLETE, AND READY FOR THE INTENDED USE."
4. FURNISHED BY OWNER (OR OWNER-FURNISHED) OR FURNISHED BY OTHERS: "AN ITEM FURNISHED
BY THE OWNER OR UNDER OTHER DIVISIONS OR CONTRACTS, AND INSTALLED UNDER THE
REQUIREMENTS OF THIS DIVISION, COMPLETE, AND READY FOR THE INTENDED USE, INCLUDING ALL
ITEMS AND SERVICES INCIDENTAL TO THE WORK NECESSARY FOR PROPER INSTALLATION AND
OPERATION. INCLUDE THE INSTALLATION UNDER THE WARRANTY REQ'D BY THIS DIVISION.
5. ENGINEER: WHERE REFERENCED IN THIS DIVISION, "ENGINEER" IS THE ENGINEER OF RECORD &
THE DESIGN PROFESSIONAL FOR THE WORK UNDER THIS DIVISION, & IS A CONSULTANT TO, & AN
AUTHORIZED REPRESENTATIVE OF, THE ARCHITECT, AS DEFINED IN THE GENERAL AND/OR
SUPPLEMENTARY CONDITIONS. WHEN USING IN THIS DIVISION, IT MEANS INCREASED
INVOLVEMENT BY, & OBLIGATIONS TO, THE ENGINEER, IN ADDITION TO INVOLVEMENT BY, AND
OBLIGATIONS TO, THE "ARCHITECT".
6. AHJ: THE LOCAL CODE AND/OR INSPECTION AGENCY (AUTHORITY) HAVING JURISDICTION OVER
THE WORK.
7. NRTL: NATIONALLY RECOGNIZED TESTING LABORATORY, AS DEFINED AND LISTED BY OSHA IN 29
CFR 1910.7 (E.G., UL, ETL, CSA), AND ACCEPTABLE TO THE AHJ OVER THIS PROJECT.
THE TERMS "APPROVED EQUAL", "EQUIVALENT", OR "EQUAL" ARE USED SYNONYMOUSLY AND SHALL
MEAN "ACCEPTED BY OR ACCEPTABLE TO THE ENGINEER AS EQUIVALENT TO THE ITEM OR
MANUFACTURER SPECIFIED". THE TERM "APPROVED" SHALL MEAN LABELED, LISTED, CERTIFIED, OR
ALL THREE, BY AN NRTL, AND ACCEPTABLE TO THE AHJ OVER THIS PROJECT.
16A 1 -3 PRE-BID SITE VISIT
PERSONALLY INSPECT THE SITE OF THE PROPOSED WORK AND BECOME FULLY INFORMED OF
CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. FAILURE TO DO SO WILL NOT BE CONSIDERED
SUFFICIENT JUSTIFICATION TO REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE
CONTRACT PRICE.
16A 1 -4 MATERIAL AND WORKMANSHIP
PROVIDE ALL MATERIAL AND EQUIPMENT NEW AND IN FIRST CLASS CONDITION. PROVIDE MARKINGS
OR A NAMEPLATE FOR ALL MATERIAL AND EQUIPMENT IDENTIFYING THE MANUFACTURER AND
PROVIDING SUFFICIENT REFERENCE TO ESTABLISH QUALITY, SIZE AND CAPACITY. ALL WORKMANSHIP
SHALL BE OF THE FINEST POSSIBLE BY EXPERIENCED MECHANICS OF THE PROPER TRADE. IN
GENERAL, PROVIDE THE FOLLOWING QUALITY GRADE(S) FOR ALL MATERIALS AND EQUIPMENT LIGHT
DUTY AND RESIDENTIAL TYPE EQUIPMENT WILL NOT BE ACCEPTABLE:
1. COMMERCIAL SPECIFICATION GRADE
PROVIDE ALL HOISTS, SCAFFOLDS, STAGING, RUNWAYS, TOOLS, MACHINERY AND EQUIPMENT
REQUIRED FOR THE PERFORMANCE OF THE ELECTRICAL WORK. STORE AND MAINTAIN MATERIAL AND
EQUIPMENT IN CLEAN CONDITION, AND PROTECTED FROM WEATHER, MOISTURE, AND PHYSICAL
DAMAGE.
FURNISH ONLY MATERIAL & EQUIPMENT THAT ARE LISTED, LABELED, CERTIFIED, OR ALL THREE, BY A
NATIONALLY RECOGNIZED TESTING LABORATORY (NRTL), WHENEVER ANY LISTING OR LABELING
EXISTS FOR THE TYPES OF MATERIAL AND EQUIPMENT SPECIFIED. AT A MINIMUM, GENERAL WORK
PRACTICES FOR ELECTRICAL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NECA 1 (LATEST
EDITION). "STANDARD PRACTICES FOR GOOD WORKMANSHIP IN ELECTRICAL CONSTRUCTION".
16A 1 -5 MANUFACTURERS
IN OTHER ARTICLES WHERE LISTS OF MANUFACTURERS ARE INTRODUCED, SUBJECT TO COMPLIANCE
WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE MANUFACTURERS SPECIFIED.
WHERE A LIST IS PROVIDED, MANUFACTURERS ARE LISTED ALPHABETICALLY AND NOT IN ANY
ACCORDANCE WITH RANKING OR PREFERENCE.
WHERE MANUFACTURERS ARE NOT LISTED, PROVIDE PRODUCTS SUBJECT TO COMPLIANCE WHERE
REQUIREMENTS FROM MANUFACTURERS THAT HAVE BEEN ACTIVELY INVOLVED IN MANUFACTURING
THE SPECIFIED PRODUCT FOR NO LESS THAN 5 YEARS
16A 1 -6 COORDINATION
COORDINATE ALL WORK WITH OTHER DIVISIONS AND TRADES SO THAT VARIOUS COMPONENTS OF THE
ELECTRICAL SYSTEMS ARE INSTALLED AT THE PROPER TIME, FIT THE AVAILABLE SPACE, AND ALLOW
PROPER SERVICE ACCESS TO ALL EQUIPMENT. REFER TO ALL DRAWINGS, INCLUDING, BUT NOT
LIMITED TO, CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND PLUMBING, AND TO RELEVANT
EQUIPMENT SUBMITTALS AND SHOP DRAWINGS TO DETERMINE THE EXTENT OF CLEAR SPACES. MAKE
ALL OFFSETS REQUIRED TO CLEAR EQUIPMENT, BEAMS AND OTHER STRUCTURAL MEMBERS, AND TO
FACILITATE CONCEALING RACEWAYS IN THE MANNER ANTICIPATED IN THE DESIGN. PROVIDE
MATERIALS WITH TRIM THAT WILL FIT PROPERLY THE TYPES OF CEILING, WALL, OR FLOOR FINISHES
ACTUALLY INSTALLED.
16A 1 -7 ORDINANCES, CODES, AND STANDARDS
COMPLY, AT A MINIMUM, WITH NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) STANDARDS, STATE
AND LOCAL BUILDING CODES, AND ALL OTHER APPLICABLE CODES AND ORDINANCES FOR
PERFORMANCE, WORKMANSHIP, EQUIPMENT, AND MATERIALS. ADDITIONALLY, COMPLY WITH RULES
AND REGULATIONS OF PUBLIC UTILITIES AND MUNICIPAL DEPARTMENTS AFFECTED BY CONNECTION
OF SERVICES.
WHERE CONFLICTS BETWEEN VARIOUS CODES, ORDINANCES, RULES, AND REGULATIONS EXIST,
COMPLY WITH THE MOST STRINGENT. WHEREVER REQUIREMENTS OF THESE SPECIFICATIONS,
DRAWINGS, OR BOTH, EXCEED THOSE OF THE ABOVE ITEMS, THE REQUIREMENTS OF THESE
SPECIFICATIONS, DRAWINGS, OR BOTH SHALL GOVERN. CODE COMPLIANCE, ATA MINIMUM, IS
MANDATORY. CONSTRUE NOTHING IN THESE CONSTRUCTION DOCUMENTS AS PERMITTING WORK NOT
IN COMPLIANCE, AT A MINIMUM, WITH THESE CODES.
BRING ALL CONFLICTS OBSERVED BETWEEN CODES, ORDINANCES, RULES, REGULATIONS,
REFERENCED STANDARDS, AND THESE DOCUMENTS TO THE ENGINEER'S ATTENTION FOR FINAL
RESOLUTION. CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY VIOLATION OF THE LAW.
PROVIDE AND MAINTAIN ALL NECESSARY SIGNAL LIGHTS AND GUARDS FOR THE SAFETY OF THE
PUBLIC. OBTAIN AND PAY FOR ALL PERMITS FOR WORK IN THIS DIVISION.
16A 1 -7 ORDINANCES, CODES, AND STANDARDS
COMPLY, AT A MINIMUM, WITH NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) STANDARDS, STATE
AND LOCAL BUILDING CODES, AND ALL OTHER APPLICABLE CODES AND ORDINANCES FOR
PERFORMANCE, WORKMANSHIP, EQUIPMENT, AND MATERIALS. ADDITIONALLY, COMPLY WITH RULES
AND REGULATIONS OF PUBLIC UTILITIES AND MUNICIPAL DEPARTMENTS AFFECTED BY CONNECTION
OF SERVICES.
WHERE CONFLICTS BETWEEN VARIOUS CODES, ORDINANCES, RULES, AND REGULATIONS EXIST,
COMPLY WITH THE MOST STRINGENT. WHEREVER REQUIREMENTS OF THESE SPECIFICATIONS,
DRAWINGS, OR BOTH, EXCEED THOSE OF THE ABOVE ITEMS, THE REQUIREMENTS OF THESE
SPECIFICATIONS, DRAWINGS, OR BOTH SHALL GOVERN. CODE COMPLIANCE, ATA MINIMUM, IS
MANDATORY. CONSTRUE NOTHING IN THESE CONSTRUCTION DOCUMENTS AS PERMITTING WORK NOT
IN COMPLIANCE, AT A MINIMUM, WITH THESE CODES.
BRING ALL CONFLICTS OBSERVED BETWEEN CODES, ORDINANCES, RULES, REGULATIONS,
REFERENCED STANDARDS, AND THESE DOCUMENTS TO THE ENGINEER'S ATTENTION FOR FINAL
RESOLUTION. CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY VIOLATION OF THE LAW.
PROVIDE AND MAINTAIN ALL NECESSARY SIGNAL LIGHTS AND GUARDS FOR THE SAFETY OF THE
PUBLIC. OBTAIN AND PAY FOR ALL PERMITS FOR WORK IN THIS DIVISION.
16A 1 -8 PROTECTION OF EQUIPMENT AND MATERIALS
STORE AND PROTECT FROM DAMAGE EQUIPMENT AND MATERIALS DELIVERED TO JOB SITE, IN
ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. FOR MATERIALS AND EQUIPMENT
SUSCEPTIBLE TO CHANGING WEATHER CONDITIONS, DAMPNESS, OR TEMPERATURE VARIATIONS,
STORE INSIDE IN CONDITION SPACES. FOR MATERIALS AND EQUIPMENT NOT SUSCEPTIBLE TO THESE
CONDITIONS, COVER WITH WATERPROOF, TEAR-RESISTANT, HEAVY TARP OR POLYETHYLENE PLASTIC
AS REQUIRED TO PROTECT FROM PLASTER, DIRT, PAINT, WATER, OR PHYSICAL DAMAGE. EQUIPMENT
AND MATERIAL THAT HAS BEEN DAMAGED BY CONSTRUCTION ACTIVITIES WILL BE REJECTED, AND
CONTRACTOR SHALL FURNISH NEW EQUIPMENT AND MATERIAL OF A LIKE KIND.
PLUG OR CAP OPEN ENDS OF CONDUITS WHILE STORED AND INSTALLED DURING CONSTRUCTION
WHEN NOT IN USE TO PREVENT THE ENTRANCE OF DEBRIS INTO THE SYSTEMS.
16A 1 -9 SUBSTITUTIONS
INCLUDE IN THE BASIC BID THE PRODUCTS SPECIFICALLY NAMED IN THESE SPECIFICATIONS OR ON
THE DRAWINGS. SUBMIT, IN THE FORM OF ALTERNATES, WITH BID, PRODUCTS OF ANY OTHER
MANUFACTURERS FOR SIMILAR USE, PROVIDED THE DIFFERENCES IN COST, F ANY, ARE INCLUDED
FOR EACH PROPOSED ALTERNATE.
PRIOR TO THE BID DATE, SUBSTITUTIONS WILL NOT BE CONSIDERED UNLESS SUBMITTED TO THE
ARCHITECT, FOR REVIEW, AT LEAST TEN CALENDAR DAYS PRIOR TO THE DATE FOR RECEIPT OF BIDS.
INCLUDE THE NAME OF THE MATERIAL OR EQUIPMENT FOR WHICH IT IS TO BE SUBSTITUTED AND A
COMPLETE DESCRIPTION OF THE PROPOSED SUBSTITUTE INCLUDING CUT SHEETS, PHOTO METRIC
DATA, AND ALL OTHER INFORMATION NECESSARY FOR AN EVALUATION FOR EACH SUCH REQUEST.
PROVIDE FACTORY GENERATED POINT-BY-POINT CALCULATIONS). PROVIDE INTERIOR POINT-BY-
POINT CALCULATIONS AT THE DISCRETION OF THE ENGINEER. SUBMIT A $100.00 REVIEW FEE TO THE
ENGINEER WITH EACH SUCH POINT-BY-POINT CALCULATION FOR USE OF ELECTRONIC BASE FILES.
AFTER THE BID DATE, PROPOSALS TO SUBSTITUTE LIGHT FIXTURES FOR THOSE SHOWN ON THE
DRAWINGS OR SPECIFIED HEREIN, WILL ONLY BE CONSIDERED AS A DEDUCT. SUBMIT PROPOSED
SUBSTITUTIONS SEPARATELY, IN SUBMITTAL FORM, WITH A LIST OF PROPOSED SUBSTITUTIONS
TOGETHER WITH A DEDUCT PRICE FOR EACH SUBSTITUTION. THE ARCHITECT, ENGINEER, OR BOTH,
WILL THEN REVIEW PROPOSED SUBSTITUTIONS.
THE ENGINEER WILL HAVE THE FINAL AUTHORITY AS TO WHETHER THE LIGHT FIXTURE IS AN
ACCEPTABLE REPLACEMENT TO THE SPECIFIED ITEM. THE PROPOSED SUBSTITUTION MAY ALSO BE
REJECTED BY THE ARCHITECT FOR AESTHETIC REASONS IF FELT NECESSARY OR DESIRABLE. IN THE
EVENT THE PROPOSED SUBSTITUTIONS HEREIN DESCRIBED ARE REJECTED, FURNISH THE SPECIFIED
ITEM.
16A 1 -10 ELECTRONIC DRAWING FILES
IN PREPARATION OF SHOP DRAWINGS, CONTRACTOR MAY, AT HIS OPTION, OBTAIN ELECTRONIC
DRAWING FILES IN AUTOCAD OR DXF FORMAT FROM THE ENGINEER. CONTRACTOR SHALL CONTACT
THE ARCHITECT FOR WRITTEN AUTHORIZATION. ARCHITECT'S WRITTEN AUTHORIZATION AND
ENGINEER'S RELEASE AGREEMENT FORM MAY BE REQUIRED BEFORE ELECTRONIC DRAWING FILES
WILL BE SENT.
16A 1 -11 OPERATION AND MAINTENANCE INSTRUCTIONS
SUBMIT TO THE ARCHITECT, COPIES EACH OF OPERATIONS AND MAINTENANCE INSTRUCTION
MANUALS, APPROPRIATELY BOUND INTO MANUAL FORM INCLUDING APPROVED COPIES OF THE
FOLLOWING, REVISED IF NECESSARY TO SHOW SYSTEM AND EQUIPMENT AS ACTUALLY INSTALLED.
PROVIDE THE NUMBER OF SUBMITTALS REQUIRED BY DIVISION 1; HOWEVER, AT A MINIMUM, SUBMIT (3)
SETS, AND INCLUDE, AT A MINIMUM, THE FOLLOWING INFORMATION:
1. MANUFACTURERS' CATALOGS AND PRODUCT DATA SHEETS
2. WIRING DIAGRAMS
3. MAINTENANCE INSTRUCTIONS
4. OPERATING INSTRUCTIONS
5. PARTS LISTS
6. TEST REPORTS AS DEFINED IN NETA ATS FOR THE SYSTEMS AND EQUIPMENT PROVIDED OR
FURNISHED OR INSTALLED UNDER THIS CONTRACT.
7. NAMES, ADDRESSES, TELEPHONE NUMBERS, AND E-MAIL ADDRESSES OF LOCAL CONTACTS FOR
WARRANTEE SERVICES AND SPARE PARTS.
SUBMIT MANUALS PRIOR TO REQUESTING THE FINAL PUNCH LIST AND BEFORE ANY REQUESTS FOR
SUBSTANTIAL COMPLETION. ALSO PROVIDE ADEQUATE VERBAL INSTRUCTIONS OF SYSTEM
OPERATIONS TO OWNER'S REPRESENTATIVE AT THE COMPLETION OF, AND BEFORE FINAL
ACCEPTANCE OF, THE WORK.
16A 1 -12 TRAINING
AT A TIME MUTUALLY AGREED UPON BETWEEN THE OWNER AND CONTRACTOR, PROVIDE THE
SERVICES OF A FACTORY TRAINED AND AUTHORIZED REPRESENTATIVE TO TRAIN OWNER'S
DESIGNATED PERSONNEL ON THE OPERATION AND MAINTENANCE OF THE EQUIPMENT PROVIDED FOR
THIS PROJECT.
PROVIDE TRAINING TO INCLUDE BUT NOT BE LIMITED TO AN OVERVIEW OF THE SYSTEM AND/OR
EQUIPMENT AS IT RELATES TO THE FACILITY AS A WHOLE; OPERATION AND MAINTENANCE
PROCEDURES AND SCHEDULES RELATED TO STARTUP AND SHUTDOWN, TROUBLESHOOTING,
SERVICING, PREVENTIVE MAINTENANCE AND APPROPRIATE OPERATOR INTERVENTION; AND REVIEW
OF DATA INCLUDED IN THE OPERATION AND MAINTENANCE INSTRUCTIONS.
SUBMIT A CERTIFICATION LETTER TO THE ARCHITECT STATING THAT THE OWNER'S DESIGNATED
REPRESENTATIVE HAS BEEN TRAINED AS SPECIFIED HEREIN. LETTER SHALL INCLUDE DATE, TIME,
ATTENDEES AND SUBJECT OF TRAINING. THE CONTRACTOR AND THE OWNER'S REPRESENTATIVE
SHALL SIGN THE CERTIFICATION LETTER INDICATING AGREEMENT THAT THE TRAINING HAS BEEN
PROVIDED.
SCHEDULE TRAINING WITH OWNER WITH AT LEAST 7 DAYS' ADVANCE NOTICE.
16A 1 -13 WARRANTIES
WARRANT EACH SYSTEM AND EACH ELEMENT THEREOF AGAINST ALL DEFECTS DUE TO FAULTY
WORKMANSHIP, DESIGN OR MATERIAL FOR A PERIOD OF 12 MONTHS FROM DATE OF SUBSTANTIAL
COMPLETION, UNLESS SPECIFIC ITEMS ARE NOTED TO CARRY A LONGER WARRANTY IN THE
CONSTRUCTION DOCUMENTS OR MANUFACTURER'S STANDARD WARRANTY EXCEEDS 12 MONTHS.
REMEDY ALL DEFECTS, OCCURRING WITHIN THE WARRANTY PERIOD(S), AS STATED IN THE GENERAL
CONDITIONS AND DIVISION 1.
ALSO WARRANT THE FOLLOWING ADDITIONAL ITEMS:
1. ALL RACEWAYS ARE FREE FROM OBSTRUCTIONS, HOLES, CRUSHING, OR BREAKS OF ANY NATURE.
2. ALL RACEWAY SEALS ARE EFFECTIVE.
3. THE ENTIRE ELECTRICAL SYSTEM IS FREE FROM ALL SHORT CIRCUITS AND UNWANTED OPEN
CIRCUITS AND GROUNDS.
THE ABOVE WARRANTIES SHALL INCLUDE LABOR AND MATERIAL. MAKE REPAIRS OR REPLACEMENTS
WITHOUT ANY ADDITIONAL COSTS TO THE OWNER.
PERFORM THE REMEDIAL WORK PROMPTLY, UPON WRITTEN NOTICE FROM THE ENGINEER OR OWNER.
AT THE TIME OF SUBSTANTIAL COMPLETION, DELIVER TO THE OWNER ALL WARRANTIES, IN WRITING
AND PROPERLY EXECUTED, INCLUDING TERM LIMITS FOR WARRANTIES EXTENDING BEYOND THE ONE
YEAR PERIOD, EACH WARRANTY INSTRUMENT BEING ADDRESSED TO THE OWNER AND STATING THE
COMMENCEMENT DATE AND TERM.
16A 1 -14 MISCELLANEOUS REMODELING WORK
PROVIDE ALL DEMOLITION OF EXISTING ELECTRICAL SYSTEMS AND NEW ELECTRICAL SYSTEM
MODIFICATIONS REQUIRED BECAUSE OF BUILDING REMODELING, AS NOTED ON THE DRAWINGS, OR
NECESSARY FOR PROPER OPERATION AND NEW CONSTRUCTION. REMOVE ALL ABANDONED CABLES
AND WIRING ABOVE ACCESSIBLE CEILINGS AND VENTILATION SHAFTS.
16A PART 2 ELECTRICAL WORK
16A 2 -1 EXCAVATION AND BACK FILLING
PERFORM EXCAVATION AND BACKFILL REQUIRED FOR INSTALLATION OF UNDERGROUND WORK
UNDER THIS CONTRACT. TRENCHES SHALL BE OF SUFFICIENT WIDTH. CRIB OR BRACE
TRENCHES WO PREVENT CAVE-IN OR SETTLEMENT. DO NOT EXCAVATE TRENCHES CLOSE TO
COLUMNS AND WALLS OF NEW BUILDING WITHOUT PRIOR CONSULTATION WITH THE ENGINEER.
USE PUMPING EQUIPMENT IF REQUIRED TO KEEP TRENCHES FREE OF WATER. BACKFILL
TRENCHES IN MAXIMUM 6-INCH LAYERS OF WELL TAMPED DRY EARTH IN A MANNER TO PREVENT
FUTURE SETTLEMENT.
EXCAVATION AS HEREIN SPECIFIED SHALL BE CLASSIFIED AS COMMON EXCAVATION. COMMON
EXCAVATION SHALL COMPRISE THE SATISFACTORY REMOVAL AND DISPOSITION OF MATERIAL OF
WHATEVER SUBSTANCES AND OF EVERY DESCRIPTION ENCOUNTERED, INCLUDING ROCK, IF ANY,
WITHIN THE LIMITS OF THE WORK AS SPECIFIED AND SHOWN ON THE DRAWINGS. DISPOSE OF
EXCAVATED MATERIALS THAT ARE CONSIDERED UNSUITABLE FOR BACKFILL AND SURPLUS OF
EXCAVATED MATERIAL WHICH IS NOT REQUIRED FOR BACKFILL, ALL TO THE SATISFACTION OF
THE ENGINEER.
16A 2 -2 COINCIDENTAL DAMAGE
REPAIR ALL STREETS, SIDEWALKS, DRIVES, PAVING, WALLS, FINISHES, AND OTHER FACILITIES
DAMAGED IN THE COURSE OF THIS WORK. REPAIR MATERIALS SHALL MATCH EXISTING
CONSTRUCTION. REPAIR MATERIALS SHALL GENERALLY MATCH EXISTING CONSTRUCTION. ALL
BACKFILLING AND REPAIRING SHALL MEET ALL REQUIREMENTS OF THE OWNER, CITY AND
OTHERS HAVING JURISDICTION. REPAIR WORK SHALL BE THOROUGHLY FIRST CLASS. CONFORM
TO ALL REQUIREMENTS OF DIVISION 2 OF THESE SPECIFICATIONS.
16A 2 -3 CUTTING AND PATCHING
FOLLOWING THE REQUIREMENTS IN DIVISION 1, CUT WALLS, FLOORS, CEILINGS, AND OTHER
PORTIONS OF THE FACILITY AS REQUIRED TO PERFORM WORK UNDER THIS DIVISION. OBTAIN
PERMISSION OF THE ENGINEER, OWNER, OR BOTH, BEFORE DOING ANY CUTTING. CUT ALL
HOLES AS SMALL AS POSSIBLE. PATCH WALLS, FLOORS, AND OTHER PORTIONS OF THE FACILITY
AS REQUIRED BY WORK UNDER THIS DIVISION. ALL PATCHING SHALL BE THOROUGHLY FIRST
CLASS AND SHALL MATCH THE ORIGINAL MATERIAL AND CONSTRUCTION, INCLUDING FIRE
RATINGS IF APPLICABLE.
16A 2 -4 ROUGH-IN
COORDINATE WITHOUT DELAY ALL ROUGHING-IN WITH OTHER DIVISIONS. CONCEAL ALL
RACEWAYS EXCEPT IN UNFINISHED AREAS AND WHERE OTHERWISE INDICATED ON THE
DRAWINGS.
16A 2 -5 SUPPORT SYSTEMS
STEEL SLOTTED SUPPORT SYSTEMS (SLOTTED CHANNEL): COMPLY WITH MFMA-3, FACTORY-
FABRICATED COMPONENTS FOR FIELD ASSEMBLY; 12-GAUGE, 1-5/8 INCH BY 1-5/8 INCH; COOPER
B-LINE, ERICO INTERNATIONAL CORPORATION, HILTI INC., POWER-STRUT, THOMAS & BETTS
CORPORATION, UNISTRUT.
FINISHES
1. METALLIC COATINGS: HOT-DIP GALVANIZED AFTER FABRICATION AND APPLIED ACCORDING TO
MFMA-3.
FIELD FABRICATION:
1. WHERE FIELD CUTTING OF STANDARD LENGTHS OF CHANNEL ARE REQUIRED, MAKE CUTS
STRAIT AND PERPENDICULAR TO MANUFACTURED SURFACES.
2. FOR FIELD-CUT OR DAMAGED SURFACES OF COATED CHANNELS, DRESS CUT ENDS, DAMAGED
SURFACES, OR BOTH, WITH AN ABRASIVE MATERIAL (E.G., FILE, GRINDING STONE, OR SIMILAR)
AND CLEANSER TO REMOVE OILS, RUST, SHARP EDGES AND SHARDS).
3. FOR CHANNEL WITH A FACTORY-APPLIED COATING, RE-FINISH CUT EDGES WITH A COATING
COMPATIBLE WITH THE FACTORY FINISH AND AS RECOMMENDED BY THE MANUFACTURER
(E.G. MANUFACTURER'S TOUCH-UP PAINT OR ZINC-RICH COLD-GALVANIZING COMPOUND, AS
APPLICABLE).
16A 2 -6 PENETRATIONS
COORDINATE SLEEVE SELECTION AND APPLICATION WITH SELECTION AND APPLICATION OF FIRE-
STOPPING SPECIFIED IN DIVISION 7 SECTION "THROUGH -PENETRATION FIRESTOP SYSTEMS."
ROOFS:
1. COORDINATE ALL ROOF PENETRATIONS WITH ENGINEER, OWNER, AND AS APPLICABLE, THE
ROOFING CONTRACTOR PROVIDING A ROOF WARRANTY.
2. KEEP ALL RACEWAY PENETRATIONS WITHIN MECHANICAL EQUIPMENT CURBS WHEREVER
POSSIBLE. COORDINATE WITH DIVISION 15 WORK
3. FLASH AND COUNTERFLASH ALL OPENINGS THROUGH ROOF, AND/OR PROVIDE PRE-
FABRICATED MOLDED SEALS COMPATIBLE WITH THE ROOF CONSTRUCTION INSTALLED, OR AS
REQUIRED BY THE ENGINEER, OWNER, OR ROOFING CONTRACTOR. ALL ROOF PENETRATIONS
SHALL BE LEAKTIGHT AT THE TERMINATION OF THE WORK AND SHALL NOT VOID ANY NEW OR
EXISTING ROOF WARRANTIES.
WALLS AND FLOORS:
SLEEVES FOR RACEWAYS AND CABLES
1. STEEL PIPE SLEEVES: ASTM A 53/A 53M, TYPE E, GRADE B, SCHEDULE 40, GALVANIZED STEEL,
PLAIN ENDS AND DRIP RINGS.
2. CAST-IRON PIPE SLEEVES: CAST OR FABRICATED "WALL PIPE," EQUIVALENT TO DUCTILE -
IRON PRESSURE PIPE, WITH PLAIN ENDS AND INTEGRAL WATERSTOP, UNLESS OTHERWISE
INDICATED.
SLEEVES FOR RECTANGULAR OPENINGS: GALVANIZED SHEET STEEL WITH MINIMUM 0.052-INCH
THICKNESS AS INDICATED AND OF LENGTH SO SUIT APPLICATION.
16A 2 -7 FIRE -STOPPING FLOOR AND WALL PENETRATIONS
FIRE -RESISTANT THROUGH PENETRATION SEALANTS: TWO -PART, FOAMED-IN-PLACE,
SILICONE SEALANT FORMULATED FOR USE IN THROUGH-PENETRATION FIRE-STOPPING AROUND
CABLES, RACEWAYS, AND CABLE TRAY PENETRATIONS THROUGH FIRE-RATED WALLS AND
FLOORS. SEALANTS AND ACCESSORIES SHALL HAVE FIRE-RESISTANCE RATINGS INDICATED, AS
ESTABLISHED BY TESTING IDENTICAL ASSEMBLIES IN ACCORDANCE WITH AST E 814, BY
UNDERWRITERS' LABORATORIES, INC., OR OTHER NRTL ACCEPTABLE TO AHJ.
ACCEPTABLE MANUFACTURERS:
A. HILTI, INC.
B. 3M CORP.
C. RECTORSEAL
D. SPECIFY TECHNOLOGY INC.
E. UNITED STATES GYPSUM COMPANY
16A 2 -8 ACCESS DOORS
PROVIDE ACCESS DOORS IN CEILINGS AND WALLS, WHERE INDICATED OR REQUIRED FOR
ACCESS OR MAINTENANCE TO CONCEALED EQUIPMENT INSTALLED UNDER THIS SECTION.
PROVIDE CONCEALED HINGES, SCREWDRIVER-TYPE LOCK, AND ANCHOR STRAPS.
MANUFACTURED BY MILCOR, ZURN, TITUS, OR EQUAL. OBTAIN ARCHITECT'S APPROVAL OF TYPE,
SIZE, LOCATION AND COLOR BEFORE ORDERING.
16A 2-9 EQUIPMENT FURNISHED BY OTHERS
PROVIDE NECESSARY EQUIPMENT AND ACCESSORIES THAT ARE NOT PROVIDED BY THE
EQUIPMENT SUPPLIER OR OWNER TO COMPLETE INSTALLATION OF EQUIPMENT FURNISHED BY
OTHERS, IN LOCATIONS AS INDICATED ON THE DRAWINGS, SPECIFIED HEREIN, OR BOTH
EQUIPMENT AND ACCESSORIES NOT PROVIDED BY THE EQUIPMENT SUPPLIER MAY INCLUDE
SUCH ITEMS AS FLEXIBLE CORDS AND PLUGS, AS REQUIRE FOR PROPER OPERATION OF THE
COMPLETE SYSTEM, IN ACCORDANCE WITH THE MANUFACTURERS' INSTRUCTIONS.
BE RESPONSIBLE FOR CORRECT ROUGH-IN DIMENSIONS, AN VERIFY THEM WITH ENGINEER,
OWNER'S REPRESENTATIVE, EQUIPMENT SUPPLIER, OR ALL THREE, PRIOR TO ROUGH-IN AND
SERVICE INSTALLATIONS.
16A 2 -10 CLEANING
IN ADDITION TO THE REQUIREMENTS OF DIVISION 1, REMOVE FROM THE PREMISES DIRT AND
REFUSE RESULTING FROM THE PERFORMANCE OF THE ELECTRICAL WORK, AS REQUIRED, TO
PREVENT ACCUMULATION. COOPERATE IN MAINTAINING REASONABLY CLEAN PREMISES AT ALL
TIMES. IMMEDIATELY PROPER TO FINAL INSPECTION, MAKE A FINAL CLEANUP OF DIRT AND
REFUSE RESULTING FORM THE WORK. CLEAN ALL MATERIAL AND EQUIPMENT INSTALLED UNDER
THIS DIVISION. REMOVE DIRT, DUST, PLASTER, STAINS AND FOREIGN MATTER FROM ALL
SURFACES. TOUCH UP AND RESTORE ALL DAMAGED FINISHES TO THEIR ORIGINAL CONDITION.
16A 2 -11 ADJUSTING, ALIGNING AND TESTING
ADJUST, ALIGN, AND TEST ALL ELECTRICAL EQUIPMENT ON THIS PROJECT PROVIDED UNDER THIS
DIVISION AND ALL ELECTRICAL EQUIPMENT FURNISHED BY OTHERS FOR INSTALLATION OR
WIRING UNDER THIS DIVISION, FOR PROPER OPERATION.
DIVISION 16
TEST ALL SYSTEMS AND EQUIPMENT ACCORDING TO THE REQUIREMENTS IN NETA ATS (LATEST
EDITION) AND ALL ADDITIONAL REQUIREMENTS SPECIFIED IN FOLLOWING SECTIONS.
MAINTAIN THE FOLLOWING ON THE PROJECT PREMISES AT ALL TIMES: A TRUE RMS READING
VOLTMETER , A TRUE RMS READING AMMETER, AND A MEGOHMMETER INSULATION RESISTANCE
TESTER. PROVIDE TEST DATA READINGS AS REQUESTED OR AS REQUIRED BY THE ENGINEER.
16A 2 -12 EQUIPMENT IDENTIFICATION
PROVIDE EQUIPMENT IDENTIFICATION NAMEPLATES:
1. ON ALL PANELBOARDS, SWITCHES, STARTERS, DIMMERS, SWITCHES IN DISTRIBUTION
PANELBOARDS AND SWITCHBOARDS.
NAMEPLATES:
1. ENGRAVED, CONTRASTING COLOR, THREE-LAYER, LAMINATED PLASTIC INDICATION THE NAME OF
THE EQUIPMENT, LOAD, OR CIRCUIT AS DESIGNATED ON THE DRAWINGS AND IN THE
SPECIFICATIONS:
2. SELF-ADHERING, WITH A PERMANENT, WEATHERPROOF ADHESIVE
3. ATTACHMENT METHOD SHALL BE ACCEPTABLE TO THE MANUFACTURERS OF THE EQUIPMENT TO
WHICH THE NAMEPLATES ARE BEING APPLIED.
4. COLOR: BLACK BACKGROUND WITH WHITE LETTERS: LETTER HEIGHT: 1/4-INCH MINIMUM [AS
INDICATED ON THE DRAWINGS].
16A 2 -13 SYSTEM START UP
1. PRIOR TO STARTING UP THE ELECTRICAL SYSTEMS:
2. CHECK ALL COMPONENTS AND DEVICES.
3. LUBRICATE ITEMS ACCORDINGLY.
4. TIGHTEN SCREWS AND BOLTS FOR CONNECTORS AND TERMINALS ACCORDING T0
MANUFACTURER'S PUBLISHED TORQUE-TIGHTENING VALUES. IF MANUFACTURER'S TORQUE
VALUES ARE NOT INDICATED, USE THOSE SPECIFIED IN UL 486A AND UL 486B.
5. ADJUST TAPS ON EACH TRANSFORMER FOR RATED SECONDARY VOLTAGE.
6. CHECK AND RECORD BUILDING'S SERVICE ENTRANCE VOLTAGE, GROUNDING, CONDITIONS,
GROUND RESISTANCE, AND PROPER PHASING.
7. BALANCE ALL SINGLE-PHASE LOADS AT EACH PANELBOARD, REDISTRIBUTING BRANCH CIRCUIT
CONNECTIONS UNTIL BALANCE IS ACHIEVED. DO NOT TYPE UP FINAL PANELBOARD DIRECTORIES
UNTIL ALL RE-BALANCING AND REDISTRIBUTION OF CIRCUITS ARE COMPLETE.
8. REPLACE ALL BURNED-OUT LAMPS & LAMPS USED FOR TEMPORARY CONSTRUCTION LIGHTING IN
PERMANENT LIGHT FIXTURES.
9. AFTER ALL SYSTEMS HAVE BEEN INSPECTED AND ADJUSTED, CONFIRM ALL OPERATING
FEATURES REQUIRED BY THE DRAWINGS AND SPECIFICATION AND MAKE FINAL ADJUSTMENT AS
NECESSARY.
16A PART 3 EXISTING EQUIPMENT REUSE AND REMOVAL
16A 3 -1 GENERAL:
REMOVE ALL EXISTING WIRING, LIGHT FIXTURES, EXPOSED CONDUITS AND OTHER ELECTRICAL
INSTALLATIONS NOT REUSED PRIOR TO SUBSTANTIAL COMPLETION OF THE WORK.
EXISTING RACEWAYS MAY BE REUSED IF THEIR POINTS OF TERMINATIONS ARE SUITABLE: IF THEY
ARE CLEAN INSIDE WITH NO EVIDENCE OF RUST OR BURRS; IF FREE FROM CRACKS, FLATTENED
SECTIONS OR SHARP BENDS: AND IF SUITABLY LOCATED TO AVOID CONFLICTS WITH OTHER TRADES
OR INSTALLATIONS. CAREFULLY "FISH" ALL EXISTING CONDUITS REUSED UNDER THIS CONTRACT TO
REMOVE ALL DEBRIS AND OBSTRUCTIONS, AND SWAB UNTIL ALL MOISTURE IS REMOVED.
CUT, PATCH, AND REPAIR WHERE REQUIRED FOR NEW ELECTRICAL INSTALLATIONS, AND PATCH AND
REPAIR ALL SURFACE DAMAGE RESULTING FROM THIS WORK. CUT FLUSH WITH THE FLOOR AND
PLUG AT BOTH ENDS. RACEWAYS STUBBED ABOVE THE FLOOR AND NOT USED AT SUBSTANTIAL
COMPLETION OF THE WORK
RELOCATE ALL EXISTING ELECTRICAL SYSTEMS REQUIRED TO BE IN OPERATION A SUBSTANTIAL
COMPLETION OF THE CONTRACT, IF REQUIRED, AS A RESULT OF WORK INCLUDED UNDER THIS
CONTRACT, EVEN IF NOT SPECIFICALLY INDICATED IN THE DRAWINGS OR SPECIFICATIONS.
SECTION 16B BASIC ELECTRICAL MATERIALS AND METHODS
16B 1 METHODS
16B 1 -1 RACEWAYS
METALLIC CONDUIT AND TUBING:
1. ELECTRICAL METALLIC TUBING AND FITTINGS (EMT): ANSI C80.3 UL 797.
2. FLEXIBLE METAL CONDUIT (FMC): ZINC-COATED STEEL OR ALUMINUM, UL 1.
3. INTERMEDIATE METAL CONDUIT (IMC): HOT-DIP GALVANIZED RIGID STEEL CONDUIT:ANSI C80.6,
UL 1242.
4. LIQUIDTIGHT FLEXIBLE METAL CONDUIT (LFMC): FLEXIBLE STEEL CONDUIT WITH PVC JACKET: UL
360
5. RIGID METAL CONDUIT (FMC): HOT-DIP GALVANIZED RIGID STEEL CONDUIT (GRS): ANSI C80.1, UL 6.
6. RIGID ALUMINUM CONDUIT (RAC): ANSI C80.5 UL 6A.
7. PLASTIC-COATED IMC, RMC, AND FITTINGS: NEMA RN 1, UL LISTED.
8. IMC AND RMC FITTINGS: NEMA FB 1; COMPATIBLE WITH CONDUIT TYPE AND MATERIAL, UL LISTED
NON -METALLIC CONDUIT AND TUBING:
RIGID NONMETALLIC CONDUIT (RNC): SCHEDULE 40 PVC, 90 DEG C RATED, NEMA TC-2, UL 651;
FITTINGS: NEMA TC 3, TC 6; UL 514, COMPATIBLE WITH CONDUIT/TUBING TYPE AND MATERIAL, UL
LISTED
16B 1 -2 RACEWAY INSTALLATION
INSTALL ALL CIRCULAR RACEWAYS CONCEALED ABOVE SUSPENDED CEILINGS OR CONCEALED IN
WALLS OR FLOORS WHEREVER POSSIBLE EXCEPT WHERE OTHERWISE INDICATED.
PROVIDE GRS FOR ALL CONDUITS RUN UNDERGROUND, EXPOSED TO WEATHER, OR EXPOSED TO
OTHER HAZARDOUS CONDITIONS. PROVIDE GRS INSTALLED BELOW GRADE WITH A CORROSION
RESISTANT BONDED-PLASTIC OR APPROVED MASTIC COATING. THIS SHALL INCLUDE THE 90-DEGREE
ELBOW BELOW GRADE AND THE ENTIRE VERTICAL TRANSITION TO ABOVE GRADE.
ALL OTHER RACEWAY MAY BE EMT WHERE APPROVED BY LOCAL CODE. USE SET-SCREW TYPE
FITTINGS FOR EMT, WITH ALL FITTING UL LISTED FOR THE ENVIRONMENT IN WHICH THEY ARE USED.
AT CONTRACTOR'S OPTION, PVC CONDUIT MAY BE USED UNDERGROUND WHERE PERMITTED BY
LOCAL CODE AND WHERE NOT SPECIFICALLY RESTRICTED BY THE DOCUMENTS. WHEN USED,
PROVIDE COATED GRS, AS SPECIFIED ABOVE, FOR ALL BENDS GREATER THAT 30 DEGREES,
INCLUDING THE 90-DEGREE ELBOW BELOW GRADE AND THE ENTIRE VERTICAL TRANSITIONS TO
ABOVE GRADE.
USE FMC FOR FINAL CONNECTION TO EACH MOTOR AND TRANSFORMER, AND TO ANY DEVICE THAT
WOULD OTHERWISE TRANSMIT MOTION, VIBRATION, OR NOISED. WHERE EXPOSED TO LIQUIDS,
VAPORS OR SUNLIGHT, USE LFMC. PROVIDE ALL FMC AND LFMC WITH AN INSULATED BONDING
CONDUCTOR.
USE ONLY METAL RACEWAYS FOR ALL POWER WIRING FROM THE OUTPUT OF VARIABLE FREQUENCY
DRIVES TO THEIR RESPECTIVE MOTORS.
INSTALL RACEWAYS PARALLEL AND PERPENDICULAR TO BUILDING LINES.
INSTALL RACEWAYS TO REQUIREMENTS OF STRUCTURE AND TO REQUIREMENTS OF ALL OTHER
WORK ON THE PROJECT. INSTALL RACEWAY TO CLEAR ALL OPENINGS, DEPRESSIONS, PIPES, DUCTS,
REINFORCING STEEL, AND OTHER IMMOVABLE OBSTACLES. INSTALL RACEWAYS SET IN FORMS FOR
CONCRETE STRUCTURE IN SUCH A MANNER THAT INSTALLATION WILL NOT AFFECT THE STRENGTH OF
THE STRUCTURE. EXCEPT WHERE APPROVED IN WRITING BY THE ENGINEER, INSTALL NO RACEWAY
IN A SLAB-ON-GRADE. LOCATE RACEWAY IN GRANULAR FILL BELOW SLABS-ON-GRADE.
INSTALL RACEWAYS CONTINUOUS BETWEEN CONNECTIONS TO OUTLETS, BOXES AND CABINETS WITH
A MINIMUM POSSIBLE NUMBER OF BENDS AND NOT MORE THAN THE EQUIVALENT OF FOUR 90-
DEGREE BENDS BETWEEN CONNECTIONS. USE MANUFACTURED ELBOWS FOR ALL 45-AND 90-
DEGREE BENDS, UNLESS APPROVED BY THE ENGINEER IN ADVANCE, MAKE OTHER BENDS SMOOTH
AND EVEN AND WITHOUT FLATTENING RACEWAY OR FLAKING GALVANIZING OR ENAMEL. RADII OF
BENDS SHALL BE AS LONG AS POSSIBLE AND NEVER SHORTER THAN THE CORRESPONDING TRADE
ELBOW. USE LONG RADIUS ELBOWS WHERE NECESSARY, INDICATED, OR BOTH.
SECURELY FASTEN RACEWAYS IN PLACE WITH APPROVED STRAPS, HANGERS AND STEEL SUPPORTS
AS REQUIRED. ATTACH RACEWAY SUPPORTS TO THE BUILDING STRUCTURE. HANG SINGLE
RACEWAYS FOR FEEDERS WITH MALLEABLE SPLIT RING HANGERS WITH ROD AND TURNBUCKLE
SUSPENSION FROM INSERTS SPACED NOR OVER 10 FEET APART IN CONSTRUCTION ABOVE. CLAMP
GROUPS OF HORIZONTAL FEEDER RACEWAYS TO STEEL CHANNELS THAT ARE SUSPENDED FRO
INSERTS SPACED NOT OVER 10 FEET APART IN CONSTRUCTION ABOVE. SECURELY CLAMP VERTICAL
FEEDER RACEWAYS TO STRUCTURAL VERTICAL FEEDERS WHERE REQUIRED. ADD RACEWAY
SUPPORTS WITHIN 12 INCHES OF ALL BENDS, ON BOTH SIDES OF THE BENDS. DO NOT SUPPORT
RACEWAYS FROM SUSPENDED CEILING COMPONENTS.
REAM RACEWAY ENDS, THOROUGHLY CLEAN RACEWAYS BEFORE INSTALLATION, AND KEEP CLEAN
AFTER INSTALLATIONS. PLUG OR COVER OPENINGS AND BOXES AS REQUIRED TO KEEP RACEWAYS
CLEAN DURING CONSTRUCTION AND FISH ALL RACEWAYS CLEAR OF OBSTRUCTIONS BEFORE
PULLING CONDUCTORS WIRES. PROVIDE RACEWAYS OF AMPLE SIZE FOR PULLING OF WIRE AND NOT
SMALLER THAN CODE REQUIREMENTS AND NOT LESS THAN 1/2-INCH IN SIZE, UNLESS INDICATED
OTHERWISE ON DRAWINGS.
PROTECT ALL RACEWAY INSTALLATIONS AGAINST DAMAGE DURING CONSTRUCTION. REPAIR ALL
RACEWAYS DAMAGED OR MOVED OUT OF LINE AFTER ROUGHING-IN TO MEET ENGINEER'S APPROVAL
WITHOUT ADDITIONAL COST TO THE OWNER.
ALIGN AND INSTALL TRUE AND PLUMB ALL RACEWAY TERMINATIONS AT PANELBOARDS, SWITCHBOARDS,
MOTOR CONTROL EQUIPMENT AND JUNCTION BOXES.
INSTALL APPROVED EXPANSION/DEFLECTION FITTINGS WHERE RACEWAYS PASS THROUGH )IF EMBEDDED)
OR ACROSS (IF EXPOSED) EXPANSION JOINTS.
INSTALL A PULL WIRE IN EACH EMPTY RACEWAY THAT IS LEFT FOR INSTALLATION OF CONDUCTORS OR
CABLES UNDER OTHER DIVISIONS OR CONTRACTS. USE POLYPROPYLENE OR MONOFILAMENT PLASTIC
LINE WITH NOT LESS THAT 200-LB TENSILE STRENGTH. LEAVE AT LEAST 24 INCHES OF SLACK AT EACH END
OF PULL WIRE.
MAKE ALL JOINTS AND CONNECTIONS IN A MANNER THAT WILL ENSURE MECHANICAL STRENGTH AND
ELECTRICAL CONTINUITY.
EFFECTIVELY SEAL RACEWAYS, BY INSTALLING A CONDUIT FITTING AT THE BOUNDARY OF THE TWO
SPACES, AND FILLING IT WITH AN APPROVED PLIABLE MATERIAL, AFTER CONDUCTORS OR CABLES HAVE
BEEN INSTALLED AND TESTED, WHEN EVER:
1. RACEWAYS PASS FROM NON-COOLED TO COOLED SPACES.
2. RACEWAYS TRANSITION FROM OUTSIDE A FACILITY OR ENCLOSURE TO INSIDE, WHETHER BURIED OR
EXPOSED.
16B 1 -3 BUSHINGS AND LOCKNUTS
RIGIDLY TERMINATE CONDUITS ENTERING SHEET METAL ENCLOSURES TO THE ENCLOSURE WITH A
BUSHING AND LOCKNUT ON THE INSIDE AND A LOCKNUT OR AN APPROVED HUB ON THE OUTSIDE. CONDUIT
SHALL ENTER THE ENCLOSURE SQUARELY.
PROVIDE BUSHINGS AND LOCKNUTS MADE OF GALVANIZED MALLEABLE IRON WITH SHARP, CLEAN-CUT
THREADS.
WHERE EMT ENTERS A BOX, PROVIDE APPROVED EMT COMPRESSION CONNECTORS.
USE INSULATED, GROUNDING, OR COMBINATION, BUSHINGS WHEREVER CONNECTION IS SUBJECT TO
VIBRATION OR MOISTURE, WHEN REQUIRED BY NFPA 70, OR BOTH.
16B 1 -4 CONDUCTORS AND CABLES
CONDUCTOR MATERIAL:
1. ANNEALED (SOFT) COPPER COMPLYING WITH ICEA S-95-658/NEMA WC70:
2. CONDUCTOR INSULATION TYPES: 90-DEGREE C-RATED, TYPE THHN/THWN-2 OR XHHW-2 COMPLYING
WITH ICEA S-95-658/NEMA WC70.
3. SIZES OF CONDUCTORS & CABLES INDICATED OR SPECIFIED ARE IN AMERICAN WIRE GAGE (AWG -
BROWN & SHARPE).
4. UNLESS INDICATED OTHERWISE, SPECIAL PURPOSE CONDUCTORS AND CABLES, SUCH AS LOW
VOLTAGE CONTROL AND SHIELDED INSTRUMENT WIRING, SHALL BE AS RECOMMENDED BY THE SYSTEM
EQUIPMENT MANUFACTURER.
ALL FEEDER AND BRANCH CIRCUIT CONDUCTORS NO. 8 AWG AND LARGER: STRANDED, TYPE THWN-2 OR
XHHW-2 INSULATION.
ALL CONDUCTORS, NO. 10 AWG AND SMALLER, USED FOR POWER AND LIGHTING CIRCUITS: SOLID COPPER,
TYPE THWN-2 (WET OR CAMP LOCATIONS, OR IN CONDUIT BELOW GRADE OR SLAB), TYPE THHN (DRY
LOCATIONS ONLY AND ABOVE GRADE) INSULATION, OR DUAL-RATED TYPE THHN/THWN-2.
HOMERUNS TO PANELBOARDS 75 FEET TO 125 FEET SHALL NOT BE LESS THAN NO. 10 AWG, AND
HOMERUNS 126 FEET TO 190 FEET SHALL BE NO LESS THAN NO 8 AWG.
ALL BRANCH CIRCUIT WIRING: NOT SMALLER THAN NO. 12 AWG. IF NO CONDUCTOR SIZE IS INDICATED ON
THE DRAWINGS FOR A BRANCH CIRCUIT, PROVIDE CONDUCTORS AND CONDUIT SIZED PER NFPA 70 AND
BASED ON THE INDICATED BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICE (OCPD) RATING AND
NUMBER OF POLES. WHERE NO CIRCUIT SIZE (I.E. CONDUCTORS AND OCPD) IS INDICATED ON THE
DRAWINGS FOR A BRANCH CIRCUIT, PROVIDE THREE NO. 12 AWG CONDUCTORS, IN 3/4-INCH RACEWAY, AND
A 20A CIRCUIT BREAKER.
CONDUCTORS FIELD-INSTALLED WITHIN FLUORESCENT LIGHT FIXTURE CHANNELS: TYPE THHN.
CONTROL WIRING: STRANDED COPPER CONDUCTORS. 600V INSULATION, OF THE PROPER TYPE, SIZE AND
NUMBER AS REQUIRED TO ACCOMPLISH SPECIFIED FUNCTION. MINIMUM SIZE: NO. 14 AWG, UNLESS NOTED
OTHERWISE.
TYPE MC CABLE: 600V, UNJACKETED; ANSI E 119 AND E814, UL STANDARDS 44 OR 83 (AS APPLICABLE), AND
1569, NFPA 70 ARTICLE 330; ALUMINUM OR GALVANIZED STEEL INTERLOCKED ARMOR; THHN-OR XHHW-
INSULATED CONDUCTORS: COLOR CODE: ICEA METHOD 1, WITH GREEN INSULATED GROUNDING
CONDUCTOR.
16B 1 -5 INSTALLATION OF CONDUCTORS AND CABLES
INSTALL ALL WIRING IN APPROVED RACEWAY AND ENCLOSURE.
SUPPORT ALL CONDUCTORS AND CABLES IN VERTICAL INSTALLATIONS, AS REQUIRED BY NFPA 70, BY
INSTALLING CABLE SUPPORTS OR PLUG-TYPE CONDUIT RISER SUPPORTS, OR WIRE-MESH SAFETY GRIPS.
INSTALL ALL CONDUCTORS & CABLE IN RACEWAY CONTINUOUS WITHOUT TAPS OR SPLICES. SPLICE OR
TAP ONLY IN APPROVED BOXES AND ENCLOSURES WITH APPROVED SOLDERLESS CONNECTORS, OR CRIMP
CONNECTORS AND TERMINAL BLOCKS FOR CONTROL WIRING, AND KEEP TO THE MINIMUM REQUIRED.
INSULATE ALL SPLICES, TAPS, AND JOINTS AS REQUIRED BY CODES.
ALL MATERIALS USED TO TERMINATE, SPLICE OR TAP CONDUCTORS: DESIGNED FOR, PROPERLY SIZED
FOR, AND UL LISTED FOR THE SPECIFIC APPLICATION AND CONDUCTORS INVOLVED, AND INSTALLED IN
STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, USING THE MANUFACTURER'S
RECOMMENDED TOOLS.
WHERE WIRING IS INDICATED AS INSTALLED, BUT THE CONNECTION IS INDICATED "FUTURE" OR "BY OTHER
DIVISION, TRADES, OR CONTRACTS", LEAVE A MINIMUM 3-FOOT "PIGTAIL" AT THE BOX, TAPE THE ENDS OF
THE CONDUCTORS, AND COVER THE BOX.
THE NUMBER OF CONDUCTORS IN A SPECIFIC RACEWAY "HOME RUN" IS INDICATED WITH CROSS LINES
(TICK MARKS) ON EACH "CIRCUIT RUN" ON THE DRAWINGS. IN GENERAL, THE DIRECTION OF BRANCH
CIRCUIT "HOME RUN" ROUTING IS INDICATED ON THE DRAWINGS, COMPLETE WITH CIRCUIT NUMBERS AND
PANELBOARD DESIGNATION. CONTINUE ALL SUCH "HOME RUN" WIRING TO THE DESIGNATED PANELBOARD,
AS THOUGH "CIRCUIT RUNS' WERE INDICATED IN THEIR ENTIRETY.
WHEN MULTIPLE HOME RUNS ARE COMBINED INTO A SINGLE RACEWAY SUCH THAT THE NUMBER OF
CONDUCTORS EXCEEDS FOUR (CONDUCTOR COUNT IS MADE UP OF ANY COMBINATION OF PHASE AND
NEUTRAL CONDUCTORS), THE FOLLOWING RESTRICTIONS APPLY, WHICH ARE IN ADDITION TO THOSE IN
NFPA 70:
NORMAL CIRCUITS
A. MAXIMUM OF 16 CONDUCTORS IN A SINGLE RACEWAY. FOR UP TO EIGHT CONDUCTORS IN A
RACEWAY, MINIMUM RACEWAY SIZE: 3/4-INCH. FOR GREATER THAN EIGHT CONDUCTORS, MINIMUM
RACEWAY SIZE: 1-INCH. DO NOT INSTALL ANY OTHER TYPE OF CIRCUIT IN THIS RACEWAY.
B. THE MINIMUM WIRE SIZE FOR ALL CONDUCTORS IN THIS RACEWAY: NO. 10 AWG.
C. ONLY 15A AND 20A BRANCH CIRCUIT HOME RUNS MAY BE COMBINED NOT ONE RACEWAY.
GFCI CIRCUITS.
A. DO NOT USE MULTI-CONDUCTOR CIRCUITS, W/ A SHARED NEUTRAL, FOR ANY GFCI CIRCUIT BREAKER
OR RECEPTACLE CIRCUIT.
FOR BRANCH CIRCUITS FED FROM GFCI CIRCUIT BREAKERS, LIMIT THE ONE-WAY CONDUCTOR LENGTH TO
100 FEET BETWEEN THE PANELBOARD AND THE MOST REMOTE RECEPTACLE OR LOAD ON THE GFCI
CIRCUIT.
WIRING SHALL HAVE INSULATION OF THE PROPER COLOR TO MATCH COLOR CODE SYSTEM IN THE TABLE
BELOW. IN LARGER SIZES, WHERE PROPERLY COLORED INSULATION IS NOT AVAILABLE, USE VINYL
PLASTIC ELECTRICAL TAPE OF THE APPROPRIATE COLOR AROUND EACH CONDUCTOR AT ALL TERMINATION
POINTS, JUNCTION AND PULL BOXES.
System Voltage Conductor Type Color
208Y/120 PHASE A BLACK
PHASE B RED
PHASE C BLUE
NEUTRAL WHITE
EQUIPMENT GROUND GREEN
ISOLATED GROUND GREEN WITH YELLOW STRIPES
480Y/277 PHASE A BROWN
PHASE B ORANGE
PHASE C YELLOW
NEUTRAL GRAY
EQUIPMENT GROUND GREEN
ISOLATED GROUND GREEN WITH YELLOW STRIPES
Mechanical and Electrical Engineers
Lilker Associates
1001 Avenue of the Americas
New York, NY 10018
tel 212.695.1000
fax 212.695.1299
www.lilker.com
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2024 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
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2796
0401 011223
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SD 11532
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2023-0069
Proposed
Store Design
for: VERIZON
Metro Pointe
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/24
3/15/24
ELECTRICAL
SPECIFICATIONS (1 OF 2)
E.0.2
DB
MH
47 OF 81
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
16B PART 2 ELECTRICAL SERVICE AND GROUNDING
16B 2 -1 ELECTRICAL SERVICE
SEE DRAWINGS FOR TYPE, SIZE, VOLTAGE, PHASE, AND OTHER REQUIREMENTS.
16B 2 -2 CONNECTION TO SERVING UTILITIES
LANDLORD SHALL PROVIDE RACEWAYS, TERMINATIONS, METERING PROVISIONS, AND MISCELLANEOUS EQUIPMENT
REQUIRED FOR ELECTRICAL AND TELEPHONE SERVICES FOR CONNECTION BY THE SERVING UTILITY, IN STRICT
COMPLIANCE WITH THE REQUIREMENTS OF ALL APPLICABLE CODES AND OF THE SERVING UTILITY INVOLVED.
LANDLORD SHALL PROVIDE ALL MATERIALS AND EQUIPMENT REQUIRED FOR COMPLETE UTILITY CONNECTION BUT
NOT FURNISHED BY THE SERVING UTILITY. LANDLORD SHALL PAY ALL CHARGES OF THE SERVING UTILITY FOR THE
ELECTRICAL SERVICE(S).
16B 2 -3 GROUNDING
PERMANENTLY AND EFFECTIVELY GROUND AND BOND THE ELECTRICAL INSTALLATION IN A THOROUGH AND
EFFICIENT MANNER, AND IN CONFORMANCE, AT A MINIMUM, WITH NFPA 70, OR THESE DOCUMENTS, WHERE THEY
EXCEED CODE REQUIREMENTS. USE BARE OR INSULATED CONDUCTORS, AS SPECIFIED HEREIN, AND OTHER
MATERIALS INDICATED ON THE DRAWINGS.
16B PART 3 DISTRIBUTION AND CONTROL EQUIPMENT
16B 3 -1 LIGHT AND APPLIANCE PANELBOARDS
PANELBOARDS: SQUARE D TYPE NQOD (FOR 240/208V SERVICE) OR NF (FOR 480V SERVICE) OR APPROVED EQUAL BY
SIEMENS, CUTLER HAMMER, OR GENERAL ELECTRIC, AS SCHEDULED ON THE DRAWINGS; COMPLETE WITH BOLT-ON
THERMAL MAGNETIC, MOLDED CASE CIRCUIT BREAKERS ASSEMBLED IN A DEAD-FRONT FINISHED CABINET
CONTAINING A TYPEWRITTEN CARD DIRECTORY INDICATION EXACTLY WHAT EACH CIRCUIT BREAKER CONTROLS;
FULLY-RATED AND WITH THE INTEGRATED SHORT CIRCUIT CURRENT RATINGS INDICATED ON THE DRAWINGS. PLUG-
IN TYPE BREAKERS WILL NOT BE ACCEPTABLE. ALL TWO AND THREE POLE BREAKER: COMMON TRIP TYPE.
BREAKERS USED AS SWITCHES FOR 120V OR 277V LIGHTING CIRCUITS: APPROVED FOR THE PURPOSE AND MARKED
"SWD". BREAKERS USED FOR THE PROTECTION OF HVAC AND REFRIGERATION EQUIPMENT: HACR TYPE.
16B 3 -2 CIRCUIT BREAKERS IN EXISTING PANELBOARDS
PROVIDE NEW CIRCUIT BREAKERS, FOR INSTALLATION IN EXISTING PANELBOARDS, OF THE SAME MANUFACTURER,
TYPE AND SHORT CIRCUIT CURRENT INTERRUPTING RATINGS AS THE EXISTING PANELBOARD CIRCUIT BREAKERS.
16B 3 -3 DISCONNECT (SAFETY) SWITCHES
DISCONNECT (SAFETY) SWITCHES: SQUARE D, SIEMENS, CUTLER HAMMER, OR GENERAL ELECTRIC FUSED OR NON-
FUSED (AS INDICATED ON DRAWINGS OR REQUIRED) NEMA KS1, HEAVY DUTY, EXTERNALLY OPERATED, VISIBLE-
BLADE SAFETY SWITCHES; NEMA ENCLOSURE TYPE INDICATED ON THE DRAWINGS OR SUITABLE FOR THE
ENVIRONMENT IN WHICH INSTALLED. BASED ON FUSIBLE SWITCH AND FUSE SIZES INDICATED, INCLUDE CLASS R, J,
OR L FUSE PROVISIONS AS APPLICABLE.
PROVIDE SWITCHES WHERE NOT FURNISHED WITH THE STARTING EQUIPMENT, AT ALL OTHER POINTS REQUIRED BY
NFPA 70, AND WHERE INDICATED ON THE DRAWINGS.
16B 3 -4 FUSES
PROVIDE EACH CIRCUIT AND SET OF FUSE CLIPS THROUGHOUT THE WORK WITH BUSSMANN, FERRAZ SHAWMUT, OR
LITTLEFUSE FUSES, SIZES AND TYPES AS REQUIRED OR INDICATED. ALL FUSES LARGER THAN 600A: UL CLASS L,
SIMILAR TO TYPE KRP-C BUSSMANN LOW PEAK OR EQUAL. FUSES USED TO PROTECT MOTORS: UL CLASS RK5,
BUSSMANN FUSETRON OR EQUAL, FUSES USED TO PROTECT ALL OTHER ELECTRICAL EQUIPMENT: UL CLASS RK1,
DUAL ELEMENT, BUSSMANN LPS/LPN OR EQUAL. ALL FUSED DEVICES SHALL BE LABELED AS TO TYPE AND SIZE OF
FUSE REQUIRED.
FURNISH THREE SPARE FUSES OF EACH SIZE AND TYPE USED ON THE PROJECT (EXCEPT FOR MAIN SWITCH FUSES,
FURNISH ON SPARE), NEATLY CONTAINED IN A PROPERLY LABELED CABINET.
16B 3 -5 DRY -TYPE TRANSFORMERS
TRANSFORMERS: GENERAL PURPOSE, UL-LISTED/LABELED 150 DEGREES C TEMPERATURE RISE ABOVE 40 DEGREES
C AMBIENT. INSULATING MATERIALS: EXCEED NEMA ST-020 STANDARDS, RATED FOR 220 DEGREES C, UL-
COMPONENT RECOGNIZED INSULATION SYSTEM. PHASES, VOLTAGES, AND SIZES: AS INDICATED ON THE DRAWINGS.
SOUND LEVEL: NOT EXCEEDING NEMA STANDARDS FOR THE SIZES INDICATED. FULL-CAPACITY PRIMARY TAPS:
BELOW 25 KVA -MINIMUM OF TWO 5 PERCENT (2-); 25 KVA TO 300 KVA -MINIMUM OF SIX 2.5 PERCENT (2+, 4 -); ABOVE
300 KVA -FOUR 2.5 PERCENT (2+, 2-). TRANSFORMER CORE AND COIL ASSEMBLIES: MOUNTED ON INTEGRAL
VIBRATION -ABSORBING PADS. MAKE FINAL CONDUIT CONNECTIONS TO TRANSFORMERS WITH FLEXIBLE CONDUIT,
WITH AT LEAST 6 INCHES OF SLACK IN ALL DIRECTIONS. TRANSFORMER ENCLOSURES: FULLY ENCLOSED (EXCEPT
FOR VENTILATION OPENINGS), NEMA 2, DRIP-PROOF, FABRICATED OF HEAVY GAUGE SHEET STEEL CONSTRUCTION.
PROVIDE ENERGY-EFFICIENT TRANSFORMERS COMPLYING WITH NEMA TP-1, WHEN TESTED IN ACCORDANCE WITH
NEMA TP-2.
MANUFACTURERS: SQUARE D, GENERAL ELECTRIC, ACME, SIEMENS
16B PART 4 LIGHT FIXTURES, LAMPS AND BALLASTS
16B 4 -1 LIGHT FIXTURE LOCATIONS
LIGHT FIXTURES SHOWN ON THE ELECTRICAL DRAWINGS REPRESENT GENERAL ARRANGEMENTS ONLY. REFER TO
ARCHITECTURAL DRAWINGS FOR MORE EXACT LOCATIONS. COORDINATE LOCATION WITH ALL OTHER TRADES
BEFORE INSTALLATION TO AVOID CONFLICTS. COORDINATE LIGHT FIXTURE LOCATIONS IN MECHANICAL ROOMS WITH
FINAL INSTALLED PIPING AND DUCTWORK LAYOUTS.
16B 4 -2 LIGHT FIXTURES
VERIZON SHALL PROVIDE LIGHT FIXTURES, INCLUDING ALL LAMPS AND ANY SPECIFIED ACCESSORIES. ELECTRICAL
CONTRACTOR SHALL PROVIDE ALL MATERIAL AND LABOR TO SECURELY HANG, CLEAN, AND MAKE LIGHT FIXTURES
COMPLETELY READY FOR USE, AND TO PROVIDE: ALL HANGERS, SUPPORTS, AND MISCELLANEOUS HARDWARE
REQUIRED TO INSTALL LIGHT FIXTURES; PROPER TRIM TO FIT EACH CEILING CONDITION ACTUALLY ENCOUNTERED;
ADDITIONAL TIE WIRES CONNECTED TO STRUCTURE TO CONFORM TO SEISMIC REQUIREMENTS WHERE REQUIRED BY
THE APPLICABLE BUILDING CODE.
THROUGH WIRING OF RECESSED LIGHT FIXTURES, IN SUSPENDED CEILINGS, IS NOT PERMITTED. CONNECT EACH
LIGHT FIXTURE BY A WHIP TO A JUNCTION BOX. THE WHIP SHALL BE OF SUFFICIENT LENGTH TO ALLOW THE LIGHT
FIXTURE TO BE RELOCATED WITHIN A 6-FOOT RADIUS.
16B 4 -3 LAMPS
VERIZON SHALL PROVIDE LAMPS PER LIGHT FIXTURE SCHEDULE.
16B 4 -4 BALLASTS
VERIZON SHALL PROVIDE BALLASTS PER LIGHT FIXTURE SCHEDULE.
16B PART 5 MISCELLANEOUS ELECTRICAL
16B 5 -1 WIRING OF MECHANICAL EQUIPMENT
PROVIDE ALL RACEWAYS AND POWER WIRING FOR ALL DIVISION 15 EQUIPMENT REQUIRING ELECTRICAL
CONNECTIONS, INCLUDING, BUT NOT LIMITED TO, PUMPS, WATER HEATERS, AND HVAC EQUIPMENT, AND ALL LINE-
VOLTAGE CONTROL AND INTERLOCK WIRING NOT PROVIDED UNDER DIVISION 15. CONNECT PER MANUFACTURERS'
WIRING DIAGRAMS. COORDINATE WITH DIVISION 15 FOR DISCONNECTS FURNISHED WITH EQUIPMENT, AND PROVIDE
ALL DISCONNECT SWITCHES AS REQUIRED. AFTER INSTALLING WIRING, VERIFY THAT EACH MOTOR LOAD HAS THE
CORRECT PHASE ROTATION.
VERIFY THE ACTUAL "MAXIMUM OVERCURRENT PROTECTION" (MDCP) DEVICE RATINGS AND "MINIMUM CIRCUIT
AMPACITY" (MCA) CONDUCTOR SIZING FOR MECHANICAL EQUIPMENT FROM THE EQUIPMENT NAMEPLATE. BASE
ELECTRICAL INSTALLATIONS ON ACTUAL REQUIRED AMPERAGES, WHICH MAY VARY SOMEWHAT FROM THE
CONDUCTOR AND EQUIPMENT SIZES SHOWN ON THE DRAWINGS; HOWEVER, IN IN CASE, REDUCE THE SIZE OF
CONDUCTORS INDICATED ON THE DRAWINGS WITHOUT AUTHORIZATION FROM THE ENGINEER. PROVIDE PROPERLY
SIZED ELECTRICAL WIRING AND EQUIPMENT WITHOUT EXTRA COST TO THE OWNER. NOTIFY THE ENGINEER OF ALL
CHANGES REQUIRED IN THE ELECTRICAL INSTALLATION DUE TO EQUIPMENT VARIANCES SO THAT THE EFFECTS ON
FEEDERS, BRANCH CIRCUITS, PANELBOADS, FUSES AND CIRCUIT BREAKERS CAN BY CHECKED PRIOR TO
PURCHASING AND INSTALLATION. BE RESPONSIBLE FOR COORDINATING WITH DIVISION 15 TO VERIFY THE ACTUAL
AMPACITIES AND CORRECT SIZES OF ALL CONDUCTORS AND OVERCURRENT PROTECTIVE DEVICES FOR ALL
EQUIPMENT, AND CORRECT OVERLOAD HEATERS FOR ALL MOTORS, WHEN STARTERS ARE PROVIDED UNDER
DIVISION 16.
16B 5 -2 WIRING OF THERMOSTATS, TIME AND TEMPERATURE CONTROLS
PROVIDE ALL RACEWAYS, DEVICE BOXES, POWER WIRING, AND LINE-VOLTAGE CONTROL AND INTERLOCK WIRING NOT
PROVIDED UNDER DIVISION 15, FOR ALL THERMOSTATS, TEMPERATURE CONTROL DEVICES, AND CONTROLS,
INCLUDING, BUT NOT LIMITED TO, NIGHT-STATS, WATER HEATER INTERLOCKS, TIME SWITCHES AND OVERRIDE
TIMERS. SEE MECHANICAL DRAWINGS FOR LOCATIONS AND TEMPERATURE CONTROL DIAGRAMS. LOW-VOLTAGE
CONDUCTORS FOR THERMOSTATS AND TEMPERATURE CONTROL SYSTEM MA BE RUN EXPOSED ABOVE FINISHED
ACCESSIBLE CEILINGS, IF APPROVED AND LISTED FOR THIS PURPOSE, BUT SHALL BE INSTALLED CONDUIT WITHIN
WALLS AND WHERE EXPOSED IN THE WORK AREAS.
16B 5 -3 TELEPHONE SYSTEM PROVISIONS
PROVIDE INCOMING TELEPHONE SERVICE RACEWAYS AS INDICATED O DRAWINGS OR AS REQUIRED BY THE SERVING
TELEPHONE COMPANY. PROVIDE 3/4-INCH THICK PLYWOOD BOARD, FIRE-RETARDANT-TREATED AND STAMPED FRT,
SECURELY ANCHORED TO THE WALL, AT THE LOCATION AND OF THE SIZE AS INDICATED ON THE DRAWINGS.
PROVIDE FLUSH MOUNTED TELEPHONE OUTLET BOXES WITH 3/4-INCH EMT STUB-UP CONCEALED TO ACCESSIBLE
CEILING SPACE AT LOCATIONS AS INDICATED ON THE DRAWINGS.
16B 5 -4 DATA SYSTEM PROVISIONS
PROVIDE FLUSH MOUNTED DATA OUTLET BOXES WITH 3/4-INCH CONDUIT STUB-UP CONCEALED TO ACCESSIBLE
CEILING SPACE AT LOCATIONS AS INDICATED ON THE DRAWINGS.
16B 5 -5 PHOTOCELLS
PHOTOCELLS AND REQUIRED CABLING TO BE INSTALLED BY ELECTRICIAN. EMS PHOTOCELL TO BE PROVIDED BY EMS
CONTRACTOR.
TYPE:
1. ELECTRONIC DIGITAL.
16B 5 -6 LIGHTING CONTACTORS
1. LIGHTING CONTACTORS: ELECTRICAL CONTRACTOR SHALL CONFIGURE CONTACTORS TO BE NORMALLY CLOSED:
INDUSTRIAL DUTY TYPE: SILVER ALLOY, DOUBLE BREAK CONTACTS, CAPABLE OF ADDING POLES IN THE FIELD;
NUMBER AND RATING OF POLES AS INDICATED ON THE DRAWINGS OR REQUIRED BY THE LOAD CONTROLLED;
TYPED DIRECTORY AFFIXED TO THE INSIDE OF THE ENCLOSURE DOOR LISTING ALL BRANCH CIRCUITS SWITCHED
AND THE CONTROL POWER BRANCH CIRCUIT.
2. SHORT CIRCUIT CURRENT RATING: 22,000A AT 240V MAXIMUM
3. ENCLOSURES: NEMA 1, OR AS INDICATED ON THE DRAWINGS
4. COIL VOLTAGE: 120V AC
5. CONTACTORS PROVIDED BY EMS CONTRACTOR AND INSTALLED BY ELECTRICIAN.
ELECTRICALLY-HELD TYPE:
CONTROL INTERFACE -ELECTRICAL CONTRACTOR SHALL CONFIGURE CONTACTORS TO BE NORMALLY CLOSED: TWO-
WIRE
MANUFACTURERS:
A. SQUARE D CLASS 8903 L
B. CUTLER HAMMER EQUIVALENT
C. GENERAL ELECTRIC EQUIVALENT
D. SIEMENS EQUIVALENT
E. ASCO EQUIVALENT
16B 5 -7 SIGNALING SYSTEM
THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY WITH THE LANDLORD AND THE LOCAL MUNICIPALITY
WHETHER OR NOT A FIRE ALARM SIGNALING SYSTEM IS REQUIRED FOR THE TENANT LEASE SPACE. IF REQUIRED,
THE GC SHALL RETAIN THE SERVICES OF A LICENSED FIRE ALARM SYSTEM CONTRACTOR TO DESIGN AND INSTALL
THE SIGNALING SYSTEM. THE FIRE ALARM SYSTEM CONTRACTOR SHALL PRODUCE ALL REQUIRED DRAWINGS,
SUBMIT TO THE LOCAL AUTHORITY TO OBTAIN PERMITS, AND PERFORM THE WORK.
PROVIDE A COMPLETE AND FUNCTIONING 24V SIGNALING SYSTEM FOR LOADING DOOR SIGNALS, AND OTHERS AS
INDICATED ON THE DRAWINGS. LOW-VOLTAGE CONDUCTORS FOR SIGNALING SYSTEM MAY BE RUN EXPOSED ABOVE
FINISHED CEILINGS, BUT SHALL BE INSTALLED IN CONDUIT WITHIN WALLS AND WHERE EXPOSED IN THE WORK
AREAS.
SIGNAL BELL UNITS SHALL BE ATW SECURITY PC-300 FOR 24V OPERATION , INSTALLED ON A STANDARD SWITCH BOX
WITH BLANK PLATE. TRANSFORMER SHALL BE EDWARDS NO. 872, HAVING CAPACITY OF 25W AT 24V. EXTERIOR
PUSH BUTTON SHALL BE EDWARDS NO. 1786-C WITH SOLID BRASS CAP.
16B 5 -8 MISCELLANEOUS EQUIPMENT AND CONNECTIONS
ALL WIRING AND CONNECTIONS TO ILLUMINATED CASES.
ALL WIRING AND CONNECTIONS TO EQUIPMENT FURNISHED BY OTHERS, INCLUDING, BUT NOT LIMITED TO P.O.S.
STATIONS., ETC.
ALL RACEWAYS, DEVICE BOXES, AND ALL WIRING AND CONNECTIONS OF DEVICES TO ENERGY MANAGEMENT SYSTEM
THAT ARE NOT THE RESPONSIBILITY OF DIVISION 15.
ALL WIRING AND CONNECTIONS OF EXIT DOOR ALARMS.
16B 5 -9 EXISTING FIRE ALARM SYSTEM MODIFICATIONS
PROVIDE THE FOLLOWING NEW EQUIPMENT, COMPATIBLE WITH, OR OF THE SAME MANUFACTURER AS, THE EXISTING
FIRE ALARM CONTROL PANEL AND SYSTEM, AS REQUIRED BY BUILDING CODES, THE LANDLORD, OR BOTH, AND
CONNECT TO THE EXISTING FIRE ALARM CONTROL PANEL:
1. ADDITIONAL INITIATING DEVICES, INDICATING APPLIANCES, AND INTERCONNECTING CIRCUITS.
2. ADDITIONAL ZONE MODULES REQUIRED BY NEW ZONING.
3. NEW AMPLIFIERS AND OTHER EQUIPMENT THAT MAY BE REQUIRED TO INCORPORATE THE NEW INITIATING
DEVICES AND INDICATING APPLIANCES INTO THE EXISTING SYSTEM.
4. A NEW ZONE MAP, INCLUDING ALL EXISTING ZONES AND ALL NEW ZONES, FRAMED, MOUNTED UNDER GLASS, AND
INSTALLED ADJACENT TO THE FIRE ALARM CONTROL PANEL. HORN/STROBES SHALL MEET ALL REQUIREMENTS
OF THE AMERICANS WITH DISABILITIES ACT.
16B 5 -10 DUCT SMOKE DETECTION
ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL SMOKE DETECTORS. REFER TO MECHANICAL DRAWINGS
AND COORDINATE WITH MECHANICAL CONTRACTOR.
17 COMMISSIONING
GENERAL CONTRACTOR TO COORDINATE WITH VERIZON FOR MEP COMMISSIONING AND FORWARD ALL
FUNCTIONALITY AND COMMISSIONING FORMS TO REQUIRED SUB-CONTRACTORS.COMMISSIONING WILL BE
COMPLETED ON ALL PROJECTS NOT JUST LEED PROJECTS.CONTRACTORS TO REFER TO VZW BID PACKAGE FOR
FORMS AND TESTING REQUIREMENTS.ALL CONTRACTORS TO REFER TO THE DOCUMENT TITLED COMMISSIONING
TESTING SCHEDULE WITHIN THE BID PACKAGE.THIS FILE WILL OUTLINE THE REQUIRED SCHEDULE AND THE
MATERIALS/EQUIPMENT THE SUB-CONTRACTOR WILL BE RESPONSIBLE TO BRING TO COMPLETE THE TESTING.VZW
WILL ESTABLISH A DATE FOR THIS TESTING.THE GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS MUST
CONFIRM THAT THEY WILL BE AVAILABLE ON SITE FOR THE COMMISSIONING.
TYPE MC CABLE MAY ONLY BE USED:
1. IN LIEU OF FLEXIBLE CONDUIT AND WIRING FROM LIGHT FIXTURES IN ACCESSIBLE CEILINGS TO JUNCTION BOXES
(ATTACHED TO BUILDING STRUCTURE) ABOVE THE CEILING. PROVIDE CABLE WHIPS OF SUFFICIENT LENGTHS TO
ALLOW FOR RELOCATION EACH LIGHT FIXTURE WITHIN A 5-FOOT RADIUS OF ITS INSTALLED LOCATION, BUT NOT
EXCEEDING 6 FEET IN UNSUPPORTED LENGTHS.
PROPERLY IDENTIFY ALL TERMINAL BLOCKS & WIRE TERMINALS FOR CONTROL WIRING W/ VINYL STICK-ON MARKERS
OR EQUIVALENT. PROVIDE ARCHITECT W/ A LIST OF PROPOSED IDENTIFYING NUMBERS FOR REVIEW PRIOR TO
INSTALLATION.
PROVIDE AN EQUIPMENT-GROUNDING CONDUCTOR, OR BONDING JUMPER, AS APPLICABLE, IN ALL BRANCH CIRCUITS
& FEEDER, SIZED IN ACCORDANCE W/ NFPA 70 TABLES 250.66 OR 250.122, AS APPLICABLE, UNLESS INDICATED AS
LARGER ON DRAWINGS.
VOLTAGE DROP IN BRANCH CIRCUITS SHALL NOT EXCEED 3 PERCENT.
VOLTAGE DROP AT FEEDER CONDUCTOR SHALL NOT EXCEED 2 PERCENT.
16B 1 -6 JUNCTION BOXES, PULL BOXES, CABINETS AND WIREWAYS
PROVIDE JUNCTION BOXES, PULL BOXES, CABINETS AND WIREWAYS WHEREVER NECESSARY FOR PROPER
INSTALLATION OF VARIOUS ELECTRICAL SYSTEMS ACCORDING TO NFPA 70 AND WHERE INDICATED ON THE
DRAWINGS. SIZE AS REQUIRED FOR THE SPECIFIC FUNCTION OR AS REQUIRED BY NFPA 70, WHICHEVER IS LARGER.
CONSTRUCTION SHALL BE OF A NEMA DESIGN SUITABLE FOR THE ENVIRONMENT INSTALLED.
JUNCTION BOXES INSTALLED BEHIND WALL CASES, AND IN OR ON OTHER STORE FIXTURES, EXCEPT WHERE
OTHERWISE SPECIFIED, SHALL BE 4-INCH SQUARE OR LARGER, WITH GALVANIZED COVERS.
16B 1 -7 OUTLET BOXES
ALL OUTLETS INCLUDING LIGHT FIXTURE, SWITCH, RECEPTACLE, AND SIMILAR OUTLETS: NATIONAL ELECTRICAL,
APPLETON, STEEL CITY, RACO, OR APPROVED EQUAL, GALVANIZED STEEL KNOCKOUT BOXES, SUITABLE IN DESIGN
TO THE PURPOSE THEY SERVE AND THEY SPACE THEY OCCUPY. SIZE AS REQUIRED FOR THE SPECIFIC FUNCTION
OR AS REQUIRED BY NRPA 70, WHICHEVER IS LARGER. SEE ALL OUTLET BOXES IN WALLS, COLUMNS, FLOORS, OR
CEILINGS SO THEY ARE FLUSH WITH THE FINISHED SURFACE, ACCURATELY SET, AND RIGIDLY SECURED IN POSITION.
PROVIDE PLASTER RINGS, EXTENSION RINGS AND/OR MASONRY RINGS AS REQUIRED FOR FLUSH MOUNTING.
PROVIDE APPROVED CAST OUTLET BOXES, WITH HUBS AND WEATHERPROOF COVERS, IN ALL AREAS SUBJECT TO
CAMP, WET, OR HARSH CONDITIONS.
16B 1 -8 OUTLET LOCATIONS
COORDINATE LOCATIONS OF OUTLET BOXES. OUTLETS ARE ONLY APPROXIMATELY LOCATED ON THE SMALL SCALE
DRAWINGS. USE GREAT CARE IN THE ACTUAL LOCATION BY CONSULTING THE VARIOUS LARGE SCALE DETAILED
DRAWINGS USED BY OTHER DIVISION TRADES, AND BY SECURING DEFINITE LOCATIONS FROM THE ARCHITECT.
16B 1 -9 MOUNTING HEIGHTS
UNLESS NOTED OTHERWISE, INSTALL WIRING DEVICES AS INDICATED BELOW (NOTE: ALL DIMENSIONS ARE TO THE
CENTER OF THE OUTLET BOX UNLESS NOTED OTHERWISE):
RECEPTACLES
GENERAL: (ALL RECEPTACLES ARE TO BE MOUNTED VERTICALLY U.N.O. -WHEN MOUNTED ADJACENT TO ANOTHER
DEVICE THE ORIENTATION SHALL MATCH)
A. VERTICALLY WITH THE E GROUND SLOT MOUNTED AT THE TOP: 16 INCHES ABOVE FINISHED FLOOR.
B. HORIZONTALLY WITH NEUTRAL SLOT MOUNTED AT THE TOP: 16 INCHES ABOVE FINISHED FLOOR.
ABOVE COUNTERS:
A. FOR 36-INCH HIGH COUNTER TOPS: 44 INCHES ABOVE FINISHED FLOOR, VERTICALLY.
B. FOR 34-INCH HIGH COUNTER TOPS: 44 INCHES ABOVE FINISHED FLOOR, VERTICALLY.
MECHANICAL & ELECTRICAL EQUIPMENT ROOMS & JANITORS CLOSETS:
A. 44 INCHES ABOVE FINISHED FLOOR, VERTICALLY
GFCI RECEPTACLES:
A. SAME AS GENERAL RECEPTACLES.
ISOLATED GROUND RECEPTACLES:
A. SAME AS GENERAL RECEPTACLES.
CONCRETE BLOCK WALLS:
A. DIMENSIONS ABOVE MAY BE ADJUSTED SLIGHTLY, AS REQUIRED TO COMPENSATE FOR VARIABLE JOINT
DIMENSIONS, SUCH THAT BOTTOM OR TOP OF BOXES, AS APPLICABLE, ARE AT BLOCK JOINTS.
SWITCHES:
GENERAL:
A. 44 INCHES ABOVE FINISHED FLOOR.
ABOVE COUNTERS:
A. SAME AS FOR RECEPTACLES
CONCRETE BLOCK WALLS:
A. 42 INCHES ABOVE FINISHED FLOOR (DIMENSIONS MAY BE ADJUSTED SLIGHTLY, AS REQUIRED TO
COMPENSATE FOR VARIABLE JOINT DIMENSIONS, SUCH THAT BOTTOM OR TOPE OF BOXES ARE AT BLOCK
JOINTS.
WALLS WITH WAINSCOTING:
A. 44 INCHES ABOVE FINISHED FLOOR.
TELEPHONE/DATA OUTLET BOXES:
GENERAL:
A. MATCH MOUNTING HEIGHT OF ADJACENT WIRING DEVICE LISTED ABOVE.
WALL-MOUNTED TELEPHONE:
A. 52 INCHES ABOVE FINISHED FLOOR.
16B 1 -10 WIRING DEVICES
PROVIDE THE FOLLOWING WIRING DEVICES WHERE SHOWN ON DRAWINGS OR REQ'D. MINOR CHANGES RELATIVE TO
THE LOCATION OF ELECTRICAL EQUIPMENT MAY BE MADE TO COMPLY W/ STRUCTURAL/BUILDING CONDITIONS AS
DETERMINED IN THE COURSE OF CONSTRUCTION. PROVIDE ALL WIRING DEVICES OF THE SAME MANUFACTURER DO
NOT MIX ON THE PROJECT, TO THE MAXIMUM EXTENT POSSIBLE. COORDINATE COLOR OF TOGGLES AND
RECEPTACLES WITH ARCHITECT.
Type of Device Hubbell Pass&Seymour Leviton Cooper Wiring Devices
Simplex Receptacle HBL5361 5361 5891 5351
Duplex Receptacle CR5352 5352 5352 5352
GFCI Receptacle GF5352 2091 6898/6598 XGF20
Safety Receptacle HBL8300SG TR63 8300-SC TR 8300
(20A / 125V)
Isolated Ground (IG)IG5362 IG6300 8300-IG IG5362
Receptacle
Quad/4-Plex HBL420 420 21254 N/A
Single Pole Switch CS1221 PS 20 AC1 1221-2 2221
Double Pole Switch CS1222 PS 20AC2 1222-2 2222
Three-way Switch CS1223 PS 20AC3 1223-2 2223
Four-way Switch CS1224 PS 20AC4 1224-2 2224
SP3W, Incandescent
Momentary SPDT,HBL1557 1251 1257 1995
Center-Off Switch
16B 1 -11 SWITCH AND OUTLET COVER PLATES
SWITCH AND OUTLET PLATES: COLORED, SMOOTH NYLON; BY THE SAME MANUFACTURER AS THE WIRING DEVICES,
WHEREVER POSSIBLE. VERIFY DESIRED MATERIALS AND COLORS WITH ENGINEER BEFORE INSTALLATION. SWITCH
PLATES IN UNFINISHED ROOMS AND SPACES: STAMPED STEEL, CADMIUM PLATED. INSTALL GROUPS OF SWITCHES
UNDER ONE GANGED-PLATE, USUALLY VERTICALLY; OR, WHERE REQUIRED BY DETAILS, HORIZONTALLY. SET ALL
COVER PLATES PLUMB, PARALLEL, AND FINISHED FLUSH WITH THE WALL.
16B 1 -12 WEATHERPROOF COVER PLATES
PROVIDE GFCI RECEPTACLES FOR DESIGNATED WEATHERPROOF RECEPTACLES, UNLESS INDICATED OTHERWISE ON
THE DRAWINGS.
FOR WET LOCATIONS: IN-USE NEMA 3R, UL-LABELED PLATES MOLDED FROM A CLEAR HIGH IMPACT ULTRAVIOLET
STABILIZED POLYCARBONATE MATERIAL FOR EASY VERIFICATION THAT CORDS ARE PLUGGED IN AND THAT THE GFCI
IS FUNCTIONING.
COVER PLATES: BY THE SAME MANUFACTURER AS THE WIRING DEVICES; COMPLYING WITH NFPA 70 406.8 (B)
REQUIREMENTS FOR UNATTENDED USE.
DIVISION 16 (CONTINUED)
Mechanical and Electrical Engineers
Lilker Associates
1001 Avenue of the Americas
New York, NY 10018
tel 212.695.1000
fax 212.695.1299
www.lilker.com
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2024 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
KS
FL
DE
CT
AZ
AL
C-1967WY
RA011075GA
AR10400066IN
C-29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
NV 5521
WA 10344
13167AK
SD 11532
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2023-0069
Proposed
Store Design
for: VERIZON
Metro Pointe
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/24
3/15/24
ELECTRICAL
SPECIFICATIONS (2 OF 2)
E.0.3
DB
MH
48 OF 81
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
12" 12" 12" 12"12" 12"12"12" 12" 12"
9"
D 9"
12
"
12
"
12
"
12
"
12
"
12
"
12
"
12
"
12
"
12
"
12
"
1
2
"
12
"
12
"
12
"
85
"
85
"
85
"
18"
18"
44"
GFI
44"
GFI
24"
GFI
44"
GFI
24"
18"18"
18
"
18
"
23"54"
58"
58"
58
"
58
"
96"
96"
70"
70"
16
"
16
"
16
"
16"16"
16
"
16
"
16"
16
"
16
"
16"
16"
16"
16"
16
"
36"
16"
16
"16"
16
"
16"
16"
16
"
16"
12
"
1
2
"
16
"
16
"
16
"
96
"
96
"
EQUIPMENT SCHEDULE
MARK DESCRIPTION VOLTAGE DISCONNECT
EWH-1 ELECTRIC WATER
HEATER 30A, 3-POLE, NF
CIRCUIT
A#38,40,42208V, 3-PHASE
EF-1 EXHAUST FAN 120V, 1-PHASE 15A, 1-POLE, MOTOR
RATED SWITCH B#42
HP-1 HEAT PUMP 208V, 3-PHASE 30A, 3-POLE, NF
(NEMA 3R)
B#26,28,30
CRU-1 SPLIT AC UNIT
(OUTDOOR)208V, 1-PHASE
15A, 2-POLE
THERMAL SWITCH
B#38,40
ACCU-1 SPLIT AC UNIT
(INDOOR)208V, 1-PHASE
30A, 2-POLE, NF
(NEMA 3R)
B#38,40
(VIA OUTDOOR UNIT)
RTU-1 ROOFTOP UNIT 208V, 3-PHASE 60A, 3-POLE, NF
(NEMA 3R)
B#32,34,36
RP-1 RECIRCULATION PUMP B#22120V, 1-PHASE 15A, 1-POLE MOTOR
RATED SWITCH
EDH-1 ELECTRIC DUCT
HEATER 208V, 1-PHASE 30A, 2-POLE, NF
(NEMA 3R)B#44,46
FCU-1 FAN COIL UNIT 208V, 1-PHASE 15A, 2-POLE,
THERMAL SWITCH B#43,45
KEY NOTES #
1. AISLE, BT. SEE DETAIL 14A/E.2.1.
2. COLAB TABLE.SEE DETAIL 14B/E.2.1.
3. 4-SS-S/4-ETL. REFER TO DETAIL 3/E.2.1.
4. 4-XX, L-INT. SEE DETAIL 2/E.2.1
5. SPOT/EXP.LG. REFER TO DETAIL 14A/E.2.1.
6. 4POS. SEE DETAIL 14A/E.2.1.
7. BILL PAYMENT MACHINE.PROVIDE (1) POWER RECEPTACLE AND (1) DATA BOX
FOR BILL PAYMENT MACHINE AT 9" AFF. REFER TO DETAIL 7 ON SHEET E.2.1
8. 5-POS REFER TO DETAIL 5/E.2.1.
9. DR, EQ-01. SEE DETAIL 1/E.2.1.
10. WALL FIXTURE INSTALL RECEPTACLE AND DATA BOXES -MOUNTED AT +12"
A.F.F.
11. POWER & DATA -BELOW FLOOR CONDUITS AND STUB-UPS, PROVIDE (1) 1 INCH
CONDUITS WITH CONDUCTORS FOR POWER AND (1) CONDUIT WITH PULL STRING
FOR DATA. REFER TO PLANS FOR CONDUIT SIZE. COORDINATE LOCATION OF
FLOOR BOX WITH FIXTURE VENDOR. STUB UP DATA CONDUIT IN WALL TO 6 INCH
ABOVE CEILING LINE. OBTAIN LANDLORD'S APPROVAL FOR ALL SAW CUTTING
AND TRENCHING. COORDINATE WITH BASE BUILDING EXISTING CONDITIONS FOR
ACTUAL SLAB THICKNESSES.
12. PROVIDE RECEPTACLE WITHIN 18" OF TOP OF WINDOW FOR EVERY 12'-0", OR
MAJOR FRACTION THEREOF, OF SHOW WINDOW. LOCATE SHOW WINDOW
RECEPTACLES IN ACCORDANCE WITH NEC 210.62.
13. DIGITAL DISPLAY. SEE DETAIL 10/E.2.1.
14. PROVIDE POWER FOR PLUGMOLD. PROVIDE WIREMOLD 2000 SERIES #WH20GB*
06, GRAY WITH RECEPTACLES SPACED 6" ON CENTER. COORDINATE EXACT
LENGTH AND MOUNTING HEIGHT WITH ARCHITECT. J-BOX LOCATED ABOVE
CEILING. PROVIDE POWER WHIP AT PLUGMOLD LEVEL.
15. SMART BOARD REFER TO DETAIL 8/E.2.1.
16. ONE BOX SECURITY PANEL. REFER TO DETAIL 1/E.2.3.
17. DATA CABLES TO BE TERMINATED INSIDE OF ONE BOX.
18. PROVIDE (3) 2" CONDUITS FOR ACCESS CABLES AND CABLES. SEE DETAIL
1/E.2.3.
19. SURFACE MOUNTED ONE-BOX WITH HARDWARE CONNECTION AND COVER BY
E.C COORDINATE WITH SECURITY CONTRACTOR FOR FINAL LOCATION OF ONE-
BOX.
20. LIGHTING CONTACTOR PANEL FOR CONTROLLED LOADS -REFER TO LIGHTING
PLANS, LIGHTING CONTROL DIAGRAMS AND PANEL SCHEDULES FOR
CONTACTOR CIRCUITING INFORMATION. CONTRACTOR SHALL COORDINATE
INSTALLATION WITH EMS VENDOR.
21. EMS PANEL. ELECTRICAL CONTRACTOR (EC) RESPONSIBILITIES: INSTALL AND
COORDINATE LOCATION OF EMS PANEL WITH EMS CONTRACTOR AND G.C. IN
FIELD. DEDICATED POWER AND CONDUIT FROM ELECTRICAL PANEL TO EMS
PANEL. POWER TERMINATION AT EMS PANEL. DEDICATED CONDUIT FOR LOW
VOLTAGE WIRING BY EMS CONTRACTOR. INSTALLATION OF ALL EMS CABLING
AND EQUIPMENT.
22. PER VERIZON EMS, PROVIDE PHASE LOSS PANEL. COORDINATE EXACT
MOUNTING LOCATION WITH OWNER'S REPRESENTATIVE. PROVIDE DEDICATED
POWER AND CONDUIT FROM ELECTRICAL PANEL TO PHASE LOSS ENCLOSURE.
PROVIDE DEDICATED CONDUIT FOR LOW VOLTAGE WIRING BY EMS
CONTRACTOR.
23. SECURITY MONITOR. REFER TO DETAIL 9/E.2.1.
24. TELCO -TELECOMMUNICATIONS GROUND BUSBAR; ELECTRICAL CONTRACTOR
SHALL PROVIDE AND INSTALL AN ANSI-J-STD 607A COMPLIANT U.L. LISTED
TELECOMMUNICATIONS GROUND BUSBAR (TGB)COMPLETE WITH STAND-OFF
BRACKET, INSULATORS, AND ALL FASTENERS (BY HARGER GBI1426G OR
CHATSWORTH # 40153-020).
25. TELCO -TELECOMMUNICATIONS BONDING CONDUCTOR; ELECTRICAL
CONTRACTOR SHALL PROVIDE AND INSTALL TELECOMMUNICATIONS BONDING
CONDUCTOR (TBC) CONSISTING OF (1) 1" CONDUIT (WITH CONDUCTOR SIZES PER
CHART LOCATED ON SHEET E.2.0) WITH GREEN INSULATION CONNECTING MAIN
BUILDING GROUND BUSBAR (COORDINATE LOCATION WITH LANDLORD) TO THE
TELECOMMUNICATIONS GROUNDING BUSBAR (TGB) UTILIZING TWO-HOLE
COMPRESSION LUGS. LABEL EACH END OF (TBC) WITH A GROUND WARNING TAG
(PANDUIT #PT-BRGRND OR EQUAL). BOND EACH END OF METAL CONDUIT TO (TBC)
WITH #6 GROUND CONDUCTOR WITH GREEN INSULATION.
26. TELCO -GROUNDING LUGS; ELECTRICAL CONTRACTOR SHALL PROVIDE AND
INSTALL (1) 1/2" CONDUIT WITH (1) #6 GROUNDING CONDUCTOR WITH GREEN
INSULATION EXOTHERMICALLY CONNECTED TO NEAREST EFFECTIVELY
GROUNDED BUILDING STEEL AND TO TGB WITH TWO-HOLE COMPRESSION LUG.
LUG TO BE PLACED AT REAR OF TELCO RACK.
27. (2) 2" CONDUITS FROM BUILDING DEMARC LOCATION TO TELCO
ROOM.COORDINATE EXACT LOCATION OF DEMARC AND CONDUIT ROUTING WITH
LANDLORD. PROVIDE LABELLED PULL STRING IN BOTH CONDUITS. APPROXIMATE
CONDUIT LENGTH 275'.
28. TELCO -DATA EQUIPMENT GROUNDING; VERIZON DATA CABLING VENDOR SHALL
PROVIDE AND INSTALL #6 GROUNDING CONDUCTORS WITH GREEN INSULATION AT
EACH INDIVIDUAL DATA EQUIPMENT CABINET/RACK, LADDER TRAY/RACK,
TELECOMMUNICATIONS CONDUIT, TELECOMMUNICATIONS CABLES TRAY, ANTI-
STATIC GROUNDING POINTS, ETC. AS REQUIRED. CONNECTIONS SHALL BE MADE
WITH TWO-HOLE COMPRESSION CONNECTORS. ALL CONNECTIONS SHALL BE
BARE METAL TO BARE METAL USING APPROPRIATE ANTI-OXIDANT
COMPOUND.WEFWEF
29. TELCO RACK. REFER TO DETAIL 4/E.2.3.
30. TELCO TEMPERATURE SENSOR JUNCTION BOX.PROVIDE (1) JUNCTION BOX
ADJACENT TO THE TELCO ROOM DOOR. COORDINATE WITH EMS VENDOR
LOCATION OF THE EMS TELCO ROOM TEMPERATURE SENSOR. BOX SHALL BE
MOUNTED VERTICALLY.
31. TELCO ROOM.SEE DETAILS ON SHEET E.2.3 FOR INSTALLATION REQUIREMENTS.
COORDINATE WITH SYSTEM VENDORS REGARDING PROVISIONS REQUIRED.
32. SIMPLEX OUTLET FOR FAUCET SENSOR POWER CONNECTION.
33. PROVIDE DEDICATED 20A, 120V POWER CONNECTION FOR EXTERIOR SIGNAGE.
CIRCUIT THROUGH CONTACTOR 'C5' FOR PHOTOCELL AND EMS CONTROL.
COORDINATE WITH EMS INSTALLER.
34. PROVIDE POWER CONNECTION AND LOCAL DISCONNECT FOR ELECTRIC WATER
HEATER, EWH-1.
35. PROVIDE POWER CONNECTION FOR RECIRCULATION PUMP & LEAK DETECTION
SYSTEM. COORDINATE INSTALLATION REQUIREMENTS WITH PLUMBING
CONTRACTOR.
36. EXISTING PANELBOARD 'A' TO BE REPLACED WITH NEW AND RELOCATED TO
LOCATION INDICATED. EXISTING FEEDERS ARE TO BE MAINTAINED AND MODIFIED
TO ACCOMMODATE NEW PANELBOARD 'A' LOCATION. MATCH EXISTING. ANY
EXISTING OR NEW JUNCTION BOXES SHALL REMAIN ACCESSIBLE. PROVIDE NEW
225A BUS, 100A MCB, 208/120V, 3PH, 4W, 48-POLE PANELBOARD 'A' FOR VERIZON
TENANT FITOUT. ANY REFER TO RISER DIAGRAM FOR MORE INFORMATION.
37. PROVIDE POWER CONNECTION AND LOCAL DISCONNECT FOR NEW EXHAUST FAN,
EF-1. CIRCUIT THROUGH CONTACTOR "C4" FOR CONTROL BY EMS SYSTEM.
38. NEW ROOFTOP UNIT RTU. PROVIDE LOCAL DISCONNECT AND MAINTENANCE
RECEPTACLE. COORDINATE WORK WITH HVAC CONTRACTOR.
39. PROVIDE WEATHERPROOF GFCI MAINTENANCE RECEPTACLES ON ROOF WITHIN
25' OF ALL MECHANICAL EQUIPMENT. TYPICAL -ONE MAINTENACE RECEPTACLE
AT EACH HVAC UNIT. CONNECT TO BRANCH CIRCUIT "B#24" DEDICATED FOR ROOF
TOP RECEPTACLES.
40. TELCO ROOM AC SPLIT SYSTEM -INDOOR UNIT POWERED BY OUTDOOR UNIT.
PROVIDE INTERCONNECTION WIRING. COORDINATE CONDUCTOR ROUTING WITH
REFRIGERANT PIPING. COORDINATE WORK WITH HVAC CONTRACTOR.
41. PROVIDE 4X4 PULLBOX MOUNTED HIGH ON WALL FOR WIRING FROM SECURITY
SHUTTER RELAY TO SECURITY SHUTTER MOTORS. SEE SHEET E.2.3 FOR DETAILS.
42. PROVIDE JUNCTION BOX FOR CONNECTION TO ROLLING SECURITY
DOOR/SHUTTER MOTOR. PROVIDE WIRE FROM EACH MOTOR TO RELAY LOCATED
IN TELCO ROOM 108 VIA PULLBOX AND CONDUIT. COORDINATE EXACT
REQUIREMENTS AND LOCATION WITH DOOR VENDOR. SEE SHEET E.2.3 FOR
DETAILS.
43. CONTRACTOR SHALL LOCATE AND INSTALL ELECTRIC SHUTTER OVERRIDE
SWITCH IN THIS LOCATION. COORDINATE INSTALLATION WITH DOOR VENDOR. SEE
SHEET E.2.3 FOR DETAILS.
44. PROVIDE POWER FOR SECURITY SHUTTER RELAYS LOCATED IN TELCO 108.
PROVIDE INTERCONNECTED WIRING FROM RELAY TO MOTORS AT THE STORE
FRONT. COORDINATE FINAL LOCATION AND REQUIREMENTS WITH SECURITY
SHUTTER INSTALLER. SEE SHEET E.2.3 FOR DETAILS.
45. EXISTING PANELBOARD 'B' TO BE REPLACED WITH NEW AND RELOCATED TO
LOCATION INDICATED. EXISTING FEEDERS ARE TO BE MAINTAINED AND MODIFIED
TO ACCOMMODATE NEW PANELBOARD 'B' LOCATION. MATCH EXISTING. ANY
EXISTING OR NEW JUNCTION BOXES SHALL BE REMAIN ACCESSIBLE. PROVIDE
NEW 225A BUS, 200A MCB, 208/120V, 3PH, 4W, 54-POLE PANELBOARD 'B' FOR
VERIZON TENANT FITOUT. ANY REFER TO RISER DIAGRAM FOR MORE
INFORMATION.
46. BRAND WALL. REFER TO DETAIL 6/E.2.1.
47.PROVIDE BRANCH CIRCUIT FOR MOTORIZED DAMPER, SEE MECHANICAL
CONSTRUCTION PLAN M.1.0 FOR DETAILS.
48. EXISTING RTU AND ALL ASSOCIATED CONDUCTORS, CONDUIT AND DISCONNECTS
SHALL BE REMOVED BACK TO SOURCE. PROVIDE NEW PROVISIONS FOR
POWER TO NEW RTU-1 UNIT.
49. PROVIDE 20A, 120V DEDICATED BRANCH CIRCUIT FOR DUCT SMOKE DETECTORS.
COORDINATE WORK WITH HVAC CONTRACTOR.
50.EXISTING TO BE MAINTAINED MAIN ELECTRIC SERVICE SWITCHBOARD FOR THE
BUILDING.
51. APPROXIMATE LOCATION OF EXISTING TENANT SUITE 100 PANELS TO BE
REPLACED AND RELOCATED TO NEW TELCO 108. ANY EXISTING OR NEWLY
PROVIDED JUNCTION BOX FOR ANY MODIFICATION OF FEEDERS SHALL REMAIN
ACCESSIBLE.
GENERAL NOTES
1. ELECTRICAL CONTRACTOR SHALL INSTALL NEW ELECTRICAL WORK AS SHOWN ON THE ELECTRICAL DRAWINGS.
2. ALL WIRING AND CONTROLS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 70, LATEST EDITION.
3. ALL ELECTRICAL PANELS SHALL HAVE TYPEWRITTEN INDEXES.
4. ALL ELECTRICAL DEVICES AND COVERPLATES SHALL BE AS PER OUTLET COVERPLATE COLOR LEGEND (THIS SHEET), INCLUDING ALL TELEPHONE /DATA JACKS, SWITCHES AND
OUTLETS UNLESS OTHERWISE NOTED ON PLANS.
5. PROVIDE A CODE SIZED GREEN EQUIPMENT GROUNDING CONDUCTOR FOR ALL LINE VOLTAGE CIRCUITS.
6. PROVIDE BACK BOXES WITH 1/2" CONDUIT STUBBED TO ABOVE CEILING FOR ALL WALL-MOUNTED HVAC CONTROLLERS. REFER TO MECHANICAL DRAWINGS FOR LOCATIONS.
7. ELECTRICAL CONTRACTOR SHALL COORDINATE INSTALLATION OF JUNCTION BOXES, CONDUIT, BACKBOXES, ETC. WITH SECURITY DRAWINGS.
8. ELECTRICAL CONTRACTOR SHALL WORK WITH THE EMS INSTALLER. REFER TO EMS DRAWINGS.
9. ALL DIMENSIONS SHOWN ON THE POWER PLAN ARE TO CENTER OF RECEPTACLE, DATA, OR J-BOX U.N.O.
10. FEEDER CONDUCTORS SHALL BE SIZED FOR A MAXIMUM VOLTAGE DROP OF 2% AT DESIGN LOAD. BRANCH CIRCUIT CONDUCTORS SHALL BE SIZED FOR A MAXIMUM VOLTAGE DROP
OF 3% AT DESIGN LOAD.
11. REFER TO E.1.1 FOR POWER AND DATA LOCATIONS.
12. REFER TO EQUIPMENT SCHEDULE ON THIS SHEET FOR CONNECTION AND DISCONNECT REQUIREMENTS FOR HVAC AND PLUMBING EQUIPMENT.
NOTE:
E.C. SHALL PROVIDE 3/4”CONDUIT SLEEVE
THROUGH EXTERIOR WALL AT ALL PERIMETER
SECURITY CAMERA LOCATIONS. REFER TO
SECURITY DRAWINGS FOR QUANTITY AND
LOCATIONS. HEIGHT TO BE MINIMUM 9’-0”AND
MAXIMUM 15’ABOVE GRADE, BUT NOT ABOVE ANY
EXTERIOR LIGHTING. COORDINATE FINAL
LOCATIONS WITH VERIZON’S SECURITY VENDOR IN
FIELD.
TELCO ROOM FIXTURES
ELECTRICAL CONTRACTOR TO COORDINATE
PLACEMENT OF ALL RECEPTACLES & FIXTURES IN
TELCO ROOM W/ VZ PROJECT REP.
EMS COORDINATION:
ELECTRICAL CONTRACTOR TO COORDINATE WORK
WITH EMS INSTALLER.
NOTE:
ELECTRICAL AND DATA CONDUITS SHALL BE AS
CLOSE TO THE UNDERSIDE OF THE ROOF DECK AS
POSSIBLE.
NOTE:
G.C. TO PROVIDE BLANK COVER PLATE ON ALL
UNUSED DATA BOXES LOCATED IN FRONT-OF-
HOUSE FOR FUTURE USE.
LOW VOLTAGE GENERAL NOTE
1. REFER TO LOW VOLTAGE DRAWINGS FOR DATA QUANTITIES.
2. LOW VOLTAGE WORK IS THE RESPONSIBILITY OF THE
ELECTRICAL CONTRACTOR. REFER TO LOW VOLTAGE
DRAWINGS FOR ADDIDTIONAL INFORMATION.
3. PROVIDE A RECESSED JUNCTION BOX WITH PULL STRINGS AT
EVERY DATA LOCATION. REFER TO LOW VOLTAGE DRAWINGS
FOR ADDIDTIONAL INFORMATION.
OUTLET & SWITCHPLATE LEGEND
WHITE
WHITE ON WHITE WALLS
WHITE
COLORLOCATION
CEILINGS
FRONT OF
HOUSE WALLS
BACK OF HOUSE
RETAIL SALES
101
RESTROOM
102
RESTROOM
103
OPEN OFFICE
104
INVENTORY
105
MANAGER
106
J.C.
107
TELCO
108
A#15
A#17
B#31
B#35
B#37
B#3
A#13
A#21
B#39
B#41
A#33
4-SS-S4-ETL 4-SS-S 4-ETL-5G
BPK
4-CD
4-CD
4-CD
L-INT
SPOT-N
AISLEAISLEAISLE4-POS
EXP-LG
CB-6
CT-10-TAB CT-10-TAB
DR
DR
EQ-01
DR
A#39 B#1
B#17
B#15
B#13
B#9
B#29
B#5
B#11
(PARTIAL CKT)B#11
(PARTIAL CKT)
B#11
(PARTIAL CKT)
B#11
(PARTIAL
CKT)
B#14
B#16
B#18
B#20
B#21
B#23
B#25
B#27
B#12
A#20
B#11
(PARTIAL CKT)
A#7
A#5
PANEL
A
PANEL
B
A#1
A#11
A#9
(PARTIAL CKT)
A#9
(PARTIAL CKT)
A#19
B#33
A#35
A#12
A#23
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
P-1
D-2D-2
D-2
D-2
D-1
D-1
D-1
D-2
P-1
D-2
D-2
B#2,4,6
B#8
LIGHTING
CONTROL
PANEL
(LCP)
(TYP. FOR 5)
3 10
(TYP. FOR 4)
4 10
(TYP. FOR 4)
2
2
7
13
1212
12
12
12
12
12 12
27
29
29 28
28
24 25 26
24 25 26
16
17
18
19
BW
14
A#16
A#31
5-POS
8
20
23
31
32 32
22
A#24,26,28
22
B#10
21
36
45
43
31 44
ACCU-1 B#38,40
B#38,40
40
CRU-1
EF-1
40
37
B#19
33
B#42
39
EWH-1
A#38,40,42
34
B#24
(PARTIAL CKT)
B#7
35
B#22
30
A#10
A#10, A#12, A#35
A#30
23
46
46
33
A#41
DR
DR
GFI
GFI
GFI
44"
44"
LD
RP
GFI
GFI
15
(ON ROOF)
A#25
A#27
47
MD CP A#14
(ON ROOF)
(ON ROOF)
39 B#24
(PARTIAL CKT)
B#32,34,36
HP-1
B#24
(PARTIAL CKT)39
B#26,28,30
RTU-1
FCU-1
B#43,45
BW
48
DD EDH-1
A#29
B#44,46
49
16"
16"
44"44"
16
"
SL
48" RED CHECK
75 S2D
2-SW-SS
2-SW-SS
2-SW-SS
2-SW-SS
CONDUIT KEY NOTES:
D-1: 1 1/4" DATA CONDUIT
D-2: 1" DATA CONDUIT
P-1: 1" POWER CONDUIT
Mechanical and Electrical Engineers
Lilker Associates
1001 Avenue of the Americas
New York, NY 10018
tel 212.695.1000
fax 212.695.1299
www.lilker.com
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2024 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
KS
FL
DE
CT
AZ
AL
C-1967WY
RA011075GA
AR10400066IN
C-29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
NV 5521
WA 10344
13167AK
SD 11532
C:
\
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a
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2
4
0
0
1
3
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8
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V
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R
I
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a
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a
A
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a
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2023-0069
Proposed
Store Design
for: VERIZON
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/24
3/15/24
4/5/24
POWER FLOOR PLAN
E.1.0
DB
MH
49 OF 81
1/4" = 1'-0"1 POWER FLOOR PLAN
11
11
11
11
11 11
11
11
11
11
11
11
11
42414242
42
42
41
42
41
33
5
16 1 1
5
2
9 10
11
11
1 4/15/24 Addendum 1 : HQ Update
3 6/3/24 City Comments
1/16" = 1'-0"2 SITE PLAN
3
3
3
3
50
51
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
12"12"12"12"12"12"12"12" 12"12"
9"
D 9"
12
"
12
"
12
"
12
"
12
"
12
"
12
"
12
"
12
"
12
"
12
"
1
2
"
12
"
12
"
12
"
85
"
85
"
8
5
"
18"
18"
44"
GFI
44"
GFI
24"
GFI
44"
GFI
24"
18"18"
18
"
18
"
LOW HIGH
23"54"
58"
58"
58
"
58
"
58"
58"
16"
16"
96"
96"
96"
96"16"
D
16"
70"
70"
16
"
16
"
16
"
16
"
16
"
1
6
"
16
"
16"16"
16
"
16
"
16"
16
"
16
"
16"
16"
16"
44"44"
16"
16
"
36"
16"
16
"16"
16
"
16"
16"
16
"
16"
12
"
1
2
"
16
"
CLCL
CL
7"CLCL
7'
-
9
"
9'
-
6
"
4'-0"4'-0"8'-0"7'-0"
3'-0"
13'-0"
CL
1'-4 1/2"
3'-10 7/8" 3'-11 3/4" 3'-11 3/4" 2'-0 5/8" 2'-6 3/8"
CLCLCLCLCLCL
CLCL
CL CL CL CL
CL
3'
-
8
3
/
4
"
3'
-
1
0
7
/
8
"
3'
-
1
1
3
/
4
"
3'
-
1
1
3
/
4
"
3'
-
1
1
3
/
4
"
2'
-
0
5
/
8
"
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
6"
CL
CL
4'
-
0
"
3'
-
1
0
1
/
2
"
3'
-
1
0
1
/
2
"
3'
-
1
0
1
/
2
"
2'
-
3
"
1'
-
0
"
3'
-
7
"
2'
-
4
5
/
8
"
CL
1'
-
8
5
/
8
"
CL
3'-11 5/8"3'-11 5/8"
1'
-
0
"
1'
-
6
"
CL
CL
1'
-
6
1
/
2
"
CL
3'
-
3
"
CL
1'-11 3/4"1'-2 3/8"
CL
CL
5'
-
0
"
CL
2'-0"
CL
CL
CL CL
7'-0" 7'-0"CLCLCL
CL
CL
CL
2'
-
6
"
4'
-
0
5
/
8
"
3'
-
9
"
3'
-
5
5
/
8
"
CL
CL
CL
CL
CL
CL
2'
-
1
"
2'
-
8
1
/
4
"
7'
-
3
5
/
8
"
CL
CL
CL
1'
-
6
"
CL
(START POINT - FROM STUD)
11'-7 3/8"
EQ. EQ.
4'-0"
2'-6"
2'-0"
CL
CL
4'-5"
CL
CL
WA
L
L
CLWALL
4'-11 1/
2"
CL
3'-0
"
2'-0
"
3'
-
0
"
2'-6"
CL
CL
3'-0
3
/
4"
3'-1 1/4"CL
CL
1'-0"
JBOX FOR
WALL SIGN
JBOX FOR
WALL SIGN
JBOX FOR
WALL SIGN
3'-0"
1'-10"
3
'
-
4
"
3
'
-
4
"
CLCL
1'
-
5
1
/
2
"
EXISTING STAIR
(N.I.C.)
M
M
A L
A L
A L
A L
A L
A L
A S A SAS
A S A S
A L
A L
A S
A S
A S
A S
A S
A S
A S
A S
A S
A S
A S
A S
A S
A L
S L
A L
S
A SAS
AS
S L
SL
S L A S
A L
AS
A S
A S
A S
S
A
L
S
A L S
A L S
A
L
S
FR
O
M
M
U
L
L
I
O
N
1'
-
9
"
FR
O
M
M
U
L
L
I
O
N
9'
-
9
"
FR
O
M
M
U
L
L
I
O
N
9'
-
1
1
7
/
8
"
FR
O
M
M
U
L
L
I
O
N
6'
-
5
"
CL
CL
GLASS
J
D
ELECTRICAL SYMBOLS:
DUPLEX RECEPTACLE
QUAD RECEPTACLE
FLUSH CEILING MOUNT RECEPTACLE
(WHITE)
DATA WIRES (CATEGORY 6)
JUNCTION BOX
DEDICATED POWER
2-GANG FLOOR BOX WITH POWER WHIP
AND DATA WIRES (CATEGORY 6).
DEVICE/JUNCTION BOX
A - SEE ARCHITECTURAL DRAWINGS
M - SEE MECHANICAL DRAWINGS
S - SEE SECURITY DRAWINGS
L - SEE LOW VOLTAGE DRAWINGS
X
3-GANG FLOOR BOX WITH POWER WHIP
AND DATA WIRES (CATEGORY 6).Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2024 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
KS
FL
DE
CT
AZ
AL
C-1967WY
RA011075GA
AR10400066IN
C 29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
NV 5521
WA 10344
13167AK
SD 11532
J:
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B
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r
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t
2023-0069
Proposed
Store Design
for: VERIZON
Metro Pointe
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/24
3/15/24
POWER LOCATION PLAN
E.1.1
MB
KG
50 OF 81
1/4" = 1'-0"
Version: 070720
1 POWER LOCATION
NOTES:
• THE POWER LOCATION SHALL BE CONSIDERED
A LOCATION AND COORDINATION PLAN ONLY.
• SEE DETAIL 12/E.2.1 FOR WALL MOUNT
BRACKET DETAILS
• SEE E.1.0 FOR ADDITIONAL INFORMATION
• FOR ALL DATA AND PULL STRING SEE TYP.
DETAIL 11/E.2.1
• DIMENSIONS FROM NEW WALLS ARE FROM
FRAMING. DIMENSIONS FROM EXISTING WALLS
ARE FROM EXISTING FINISH.
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
OS
OS OS
OS
SO
OS
OS
NOTE:
LABEL SWITCHES ACCORDING TO MATRIX
BELOW:
A. RETAIL
B. PENDANTS
C. DUAL HEADS
D. TRACK HEADS
E. POS
F.OVERRIDE
A B
℄
44
"
A
F
F
E.C. SHALL PROVIDE ALL SWITCHES SHOWN IN
THE SWITCH BANK. PROVIDE LEVITON SLIDING
DIMMERS WHERE INDICATED. MOMENTARY
SWITCH SHALL BE LEVITON 56080-2W OR EQUAL
WITH SPRING RETURN TO OPEN CONFIGURATION.
E.C. TO RUN LOW VOLTAGE CABLE FROM THE
MOMENTARY SWITCH TO THE EMS CONTROLLER.
ALL OTHER SWITCHES ARE MANUAL OFF.
MOMENTARY
SWITCH
C D
TLVLVLVLV
MOMENTARY SWITCH IS NOT REQUIRED WHEN
THE FOLLOWING SEQUENECE IS OPERATIONAL:
1. WHEN SECURITY ALARM IS ARMED,
CONTACTOR C2 IS DISENGAGED.
2. WHEN SECURITY ALARM IS DISARMED,
CONTACTOR C2 IS ENGAGED.
FE
LV
GENERAL LIGHTING NOTES
1. SEE REFLECTED CEILING PLAN FOR ALL LIGHT FIXTURE MOUNTING HEIGHTS.
2. ALL FIXTURES TO BE INSTALLED PER CODE AND ALL OTHER RELEVANT ARTICLES. LAY-IN LIGHT FIXTURES SHALL
BE INDEPENDENTLY SUPPORTED FROM THE CEILING GRID. FIXTURE SUPPORT BY No. 12 GAUGE HANGERS
ATTACHED TO GRID MEMBERS WITHIN THREE (3) INCHES OF EACH CORNER OF EACH FIXTURE.
3. LIGHT VENTILATION AND SANITATION SHALL COMPLY WITH THE 2022 CALIFORNIA BUILDING CODE AND OTHER
APPLICABLE CODES GOVERNING THE MUNICIPALITY HAVING JURISDICTION.
4. BUILDING SHALL OBTAIN STANDARD AVERAGE LIGHTING LEVELS THROUGHOUT AS REQUIRED BY CODE.
5. QUANTITY OF HEADS ON TRACK LIGHTS SHALL BE AS SHOWN ON DRAWINGS, UNLESS OTHERWISE DETERMINED
BY THE ARCHITECT AND VERIZON WIRELESS' PROJECT MANAGER.
6. VERIZON WIRELESS SHALL CONTACT VERIZON LIGHT FIXTURE VENDOR TO ORDER ALL LIGHT FIXTURES AND
OCCUPANCY SENSORS (REFER TO CONTACT SCHEDULE ON TITLE SHEET). GC SHALL COORDINATE WITH VERIZON
WIRELESS PROJECT MANAGER.
7. LIGHTING SYSTEMS AND CONTROLS WILL BE COMMISSIONED PER THE REQUIREMENTS OF THE COMMISSIONING
SECTION OF THE LEED PROTOTYPE GREEN SPECIFICATIONS.
8. PRIOR TO COMMENCING WORK ON THE STORE, THE GENERAL CONTRACTOR SHALL PROVIDE COPIES OF THE
COMMISSIONING SPECIFICATIONS IN THE LEED PROTOTYPE GREEN SPECIFICATIONS TO THE MECHANICAL,
ELECTRICAL, PLUMBING, AND CONTROLS SUB-CONTRACTORS.
9. FEEDER CONDUCTORS SHALL BE SIZED FOR A MAXIMUM VOLTAGE DROP OF 2% AT DESIGN LOAD. BRANCH
CIRCUIT CONDUCTORS SHALL BE SIZED FOR A MAXIMUM VOLTAGE DROP OF 3% AT DESIGN LOAD.
10. ALL CONDUITS IN THE FRONT OF HOUSE SHALL BE INSTALLED IN A NEAT AND WORKMANSHIP LIKE MANNER.
CONDUITS SHALL BE GROUPED TOGETHER AS MUCH AS POSSIBLE TO GENERATE A CLEAN FEEL TO THE ROOM.
ALL QUESTIONS ON ROUTING SHALL BE COORDINATED WITH THE OWNER AND THE ARCHITECT TO ENSURE THAT
THE ELECTRICAL IS INSTALLED IN AN AESTHETICALLY PLEASING MANNER.
11. EMERGENCY LIGHTING
ALL EMERGENCY LIGHTS AND EXIT SIGNS SHALL BE CONNECTED TO AN UNSWITCHED LEG OF THE CIRCUIT
INDICATED.
KEY NOTES
1. SALES/SERVICE LIGHTING (C2)
ROUTE CIRCUIT THROUGH CONTACTOR "C2" AND CONTROL VIA VERIZON'S EXISTING EMS SYSTEM -
COORDINATE WITH EMS VENDOR.
2. OCCUPANCY SENSORS
INSTALL INFRARED OCCUPANCY SENSOR DEVICE FOR AUTOMATIC SHUTOFF CONTROL OF ROOM
LIGHTING.
ADJUST OCCUPANCY SENSOR TIME OUT DELAY TO 10 MINUTES FOR ALL SPACES.
OCCUPANCY SENSORS SHALL BE CAPABLE OF MANUAL ON/AUTOMATIC OFF OPERATION.
OCCUPANCY SENSORS SHALL BE POSITIONED AND ADJUSTED SO THAT SENSOR STATUS INDICATOR
BLINKS WHEN THE ROOM IS OCCUPIED, AND ACTIVATES WHEN A PERSON BREAKS THE PLANE OF THE
DOORWAY. OCCUPANCY SENSORS SHALL NOT TURN LIGHT ON WHEN PERSONS PASS AN OPEN
DOORWAY.
OCCUPANCY SENSOR SHALL BE PROVIDED BY LIGHT FIXTURE VENDOR PER THE OCCUPANCY SENSOR
SCHEDULE ON THIS SHEET.
OPERATION OF OCCUPANCY SENSORS AND LOCAL OVERRIDE SWITCHES SHALL BE, AT A MINIMUM,
PROGRAMMED TO FUNCTION IN ACCORDANCE WITH THE 2018 NEW HAMPSHIRE ENERGY CONSERVATION
CODE.
3. PROVIDE TRACK LIGTHING WITH 1A, 120V CURRENT LIMITING BREAKER (100% RATED).
4. FRONT OF HOUSE LIGHTING SWITCH BANK. REFER TO DETAIL 2 ON THIS DRAWING FOR MORE
INFORMATION.
5. PROVIDE OCCUPANCY SENSOR CONTROL WITH LOCAL MANUAL OVERRIDE FOR CONTROL OF OPEN
OFFICE 104. PER EXCEPTION TO IECC C405.2.1.1(2), AREA IS PERMITTED TO HAVE FULL-ON AUTOMATIC
CONTROL TO MAINTAIN THE SAFETY AND SECURITY OF THE ROOM, ITS OCCUPANTS.
6. PROVIDE TRACK LIGTHING WITH 2A, 120V CURRENT LIMITING BREAKER (100% RATED).
7. PROVIDE CONNECTION FOR NEW EMERGENCY EGRESS LIGHT TO GENERAL LIGHTING CIRCUIT OF
ADJACENT INTERIOR AREA AS SHOWN, UNSWITCHED -AHEAD OF LOCAL CONTROL AND CONTACTOR
CONTROL.
#
NOTE:
ALL CONDUIT RUNS IN RETAIL SALES TO BE GROUPED IN PARALLEL
CONFIGURATION, EQUALLY SPACED AND NEATLY ORGANIZED -COORDINATE
PLACEMENT W/ ALL OTHER TRADES.
NOTE:
REFER TO REFLECTED CEILING PLAN ON SHEET A.1.2 FOR DIMENSIONS TO ALL
LIGHT FIXTURES IN RETAIL SALES.
NOTE:
REFER TO FIXTURE HANGING DETAILS AND FIXTURE AIMING DETAILS ON
SHEET E.1.3. FOR SUPPORTS. COORDINATE W/ HVAC CONTRACTOR TO AVOID
INTERFERENCE.
SWITCHBANK GENERAL NOTES
1. ARRANGE SWITCHES AS INDICATED ABOVE. FIELD MODIFY ARRANGEMENT TO COMPLY WITH SPACE
LIMITATIONS AND CLEARANCE REQUIREMENTS.
2. PROVIDE FACTORY ENGRAVED FACE-PLATES AND LABELS WITH TEXT AS INDICATED.
3. ALL SWITCHES MUST BE COMPATIBLE WITH THE SYSTEM AND SHALL HAVE INTERNAL ILLUMINATION TO INDICATE
WHEN THE LIGHTS ARE ON, WHEN SWITCHES ARE NOT LOCATED IN THE SAME ROOM AS THE LIGHTS THEY ARE
CONTROLLING.
4. SEE LIGHTING CONTROL DEVICE SCHEDULE FOR ADDITIONAL INFORMATION.
5. PROVIDE SWITCHES AND WALL DIMMERS COMPATIBLE WITH POWER PACK/ROOM CONTROLLER SPECIFIED.
CONTRACTOR TO VERIFY LOAD RATING AND COMPATIBILITY WITH THE LIGHTING FIXTURES AND CONTACTOR
SYSTEM. SEE LIGHTING CONTROL DEVICE SCHEDULE FOR MORE INFORMATION.
6. PROVIDE 2-HR OVERRIDE SWITCH LEVITON 56080-2W FOR ALL RETAIL SALES AREA LIGHTING.
A#8
A#2
A#4
A#2
(VIA SWITCHLEG 'E')
(VIA SWITCHLEG 'A')
(VIA SWITCHLEG 'C')
A#4
(VIA SWITCHLEG 'B')
A#4
(VIA SWITCHLEG 'B')
A#6
(VIA SWITCHLEG 'D')
A#22
(VIA SWITCHLEG 'D')
F5-EMF5F5-EMF5
F9F9
F4A-DHF4A-DH
F4A-DH F4A-DH F4A-DH
F4A-DH F4A-DH F4A-DH
F8 F8 F8 F8 F8 F8
F4B (16' - 0")
F4B (17' - 11")
F4B (19' - 6")
F4B (5' - 0")
ES-1
CR22-EM CR22a CR22a CR22 CR22
CR22
CR22
CR22-EMCR22CR22-EMCR22
CR22-EM
CR22
CR22
F4B (13' - 0")
CR22
F4B (8' - 0")
F4B (8' - 0")
CR22
CR22
CR22
ES-1
ES-1
LIGHTING
CONTROL
PANEL
(LCP)
PANEL
A
PANEL
B
1
1
1
1
1
1
1
22
2
LV
4
5
5
PP1
PP1 E
PP2 D
PP1 B
PP1 A
PP2 C
PP1 B
F4A F4A F4A F4A
F4A
F4A
F4A
F4A
F4A
F4A
F4A
F4A
F4A
F4A
F4A
F4A
F4A
F4A
F4A
F4A
PP2 D
6
6
6
6
3
3
3
OS
LV
RETAIL SALES
101
RESTROOM
102
RESTROOM
103
OPEN OFFICE
104
INVENTORY
105
MANAGER
106
J.C.
107
TELCO
108
ES-1
KK
KK
7
7
F4A
F4A
F4A
F4A
F4A
F4A
F4A
F4A
F4A
3
Mechanical and Electrical Engineers
Lilker Associates
1001 Avenue of the Americas
New York, NY 10018
tel 212.695.1000
fax 212.695.1299
www.lilker.com
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2024 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
KS
FL
DE
CT
AZ
AL
C-1967WY
RA011075GA
AR10400066IN
C-29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
NV 5521
WA 10344
13167AK
SD 11532
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2023-0069
Proposed
Store Design
for: VERIZON
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/24
3/15/24
4/5/24
LIGHTING FLOOR PLAN
E.1.2
DB
MH
51 OF 81
3" = 1'-0"2 F.O.H. LIGHTING SWITCH BANK DIAGRAM
1/4" = 1'-0"1 LIGHTING FLOOR PLAN
1 4/15/24 Addendum 1 : HQ Update
3 6/3/24 City Comments
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
MOUNTING POINT
F5 OR F5-EM
LIGHTING FIXTURE
MOUNTING POINT
AIRCRAFT CABLE
SUSPENSION KIT
AIRCRAFT CABLE
SUSPENSION KIT
POWER CABLE. PROVIDE WIRE TIES AS
REQUIRED. ALL WIRE TIES SHALL BE
2.5MM WIDE AND CLEAR. MAXIMUM
LENGTH OF CABLE IS 8'-0"
RECESSED MOUNT
OUTLET BOX
CANOPY PLATECANOPY PLATE
3"5' - 0 1/2"3"
5' - 6 1/2"
5' - 0 1/2"
BOTTOM OF
FIXTURE
+8'-6"
A.F.F.
BOTTOM OF
ACT.
+11'-1"
A.F.F.
F8 LIGHTING FIXTURE
CHORD
RECESS MOUNT
OCTAGON BOX,
PAINT P-1c
SEE REFLECTED
CEILING PLAN FOR
LOCATIONS
BOTTOM OF METAL DECK
BOTTOM OF
FIXTURE
65"
A.F.F.NOTES:
• THE STANDARD LENGTH OF THE CHORD IS 20’-0”.
• FIELD ADJUSTMENTS MAY BE REQUIRED TO PROVIDE
THE REQUIRED LIGHT FIXTURE HEIGHT.
• LIGHT FIXTURE MAY BE SPECIAL ORDERED FOR
ADDITIONAL CHORD LENGTHS.
BOTTOM OF GYP.
AND/OR ACT.
(VARIES)
2-XX
4-XX
F4ALINE OF WALL
SEE CEILING PLAN
40°
5
'
-
5
"
CL
F8
COLAB
EQ EQ
TO
B
O
T
T
O
M
O
F
F
8
6
5
"
F4AF4A
AISLE
PROVIDE
F4A PER
PLAN
PROVIDE
F4A PER
PLAN
2
'
-
4
"
SEE CEILING PLAN SEE CEILING PLAN
CL CL CL
40°40°
MNT-BS
LINE OF WALL F4A
DR
MONITOR
SEE CEILING PLAN CL
40°
2
'
-
1
0
"
CL
F4AF4A
PROVIDE
F4A PER
PLAN
PROVIDE
F4A PER
PLAN
40°40°
SEE CEILING PLAN SEE CEILING PLANCLCL
AISLE
SEE CEILING PLAN SEE CEILING PLAN
CL CL CL
F4AF4A
40°
SPOT
40°
3
'
-
4
"
BOTTOM OF
GYP.
+11'-0"
A.F.F.
F4A TRACK HEAD
CANOPY PLATE
LIGHTING TRACK
METAL CONDUIT AS
REQUIRED, PAINT P-1c
LIVE END DEAD END
BOTTOM OF DECK
ROD DIA.
3/8"38"
1/2" 50"
5/8" 64"
TABLE OF THREADED ROD
MAX ROD LENGTH
NOTE: THIS TABLE IS FOR A REFERENCE ONLY AND
THE GC SHALL VERIFY THE CONDITIONS PRIOR TO THE
INSTALLATION OF ALL HANGING LIGHT FIXTURES
RED CHECK
F4A
LINE OF WALL
SEE CEILING PLAN
40°
CL
1' - 0"
F4A-mp TRACK HEAD
SURFACE MOUNT
OUTLET BOX
CANOPY PLATE
4'-0" LONG STEM
BOTTOM OF DECK
CONNECTION VARY PER
STRUCTURAL CONDITION,
PAINT P-1c
BOTTOM OF
ACT.
+11'-1"
A.F.F.
Mechanical and Electrical Engineers
Lilker Associates
1001 Avenue of the Americas
New York, NY 10018
tel 212.695.1000
fax 212.695.1299
www.lilker.com
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2024 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
KS
FL
DE
CT
AZ
AL
C-1967WY
RA011075GA
AR10400066IN
C-29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
NV 5521
WA 10344
13167AK
SD 11532
C:
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2023-0069
Proposed
Store Design
for: VERIZON
Metro Pointe
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/24
3/15/24
LIGHT FIXTURE DETAILS
E.1.3
DB
MH
52 OF 81
1" = 1'-0"11 TYPICAL F-5 FIXTURE HANGING DETAIL
Version: 022619
1" = 1'-0"8 TYPICAL PENDANT LIGHT
Version: 072221
1/4" = 1'-0"2
LIGHTING DIAGRAM
FOR FIXTURES AS 2-XX & 4-XX
Version: 012121
1/4" = 1'-0"1
PENDANT LIGHT F8
POSITION DIAGRAM
Version: 022619
1/4" = 1'-0"5
DIRECTIONAL LIGHTING
DIAGRAM FOR AISLE
Version: 012121
1/4" = 1'-0"3
LIGHTING DIAGRAM
FOR DR, MNT-BS & MONITOR
Version: 012121
1/4" = 1'-0"6
DIRECTIONAL LIGHTING
DIAGRAM FOR AISLE
1/4" = 1'-0"4
DIRECTIONAL LIGHTING
DIAGRAM FOR SPOT
Version: 012121
1" = 1'-0"10 TYPICAL TRACK LIGHTING HANGING DETAIL
Version: 051821
1/4" = 1'-0"7
LIGHTING DIAGRAM
FOR FIXTURES AS 2-XX & 4-XX
Version: 110421
1" = 1'-0"9
TYPICAL MONO-POINT
HANGING DETAIL
Version: 051821
NOT U
S
E
D
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
LIGHTING FIXTURE SCHEDULE (FOR REFERENCE ONLY)
2X2 RECESSED LED WITH CURVED ACRYLIC LED PANEL.
SAME AS CR-22 BUT INCLUDES EMERGENCY BATTERY BACKUP WITH A MINIMUM
OUTPUT OF 1100 LUMENS FOR A MINIMUM OF 90 MINUTES.
EDGE LIT LED EXIT SIGN, RED LETTERS, FACE AS INDICATED ON PLANS
BATTERY BACKUP FOR A MINIMUM OF 90 MINUTES.
TRACK MOUNTED LED ACCENT LIGHT. VIOLITE LED PAR30 LAMP, WHITE FINISH. 40 DEGREE
BEAM FIXTURE TO BE JUNO LIGHTING, LAMP TO BE SOLAIS LIGHTING.
MONOPOINT MOUNTED DUAL HEAD LED ACCENT LIGHT.
VIOLITE LED PAR30 LAMP, WHITE FINISH. 40 DEGREEE BEAM.
FIXTURE TO BE JUNO LIGHTING, LAMP TO BE SOLAIS LIGHTING.
SINGLE CIRCUIT LIGHTING TRACK, WHITE FINISH. TO BE SUSPENDED ON UNISTRUT AT A
HEIGHT AS INDICATED ON PLANS. TRACK CAN BE FIELD CUT.
IF NOTED, PROVIDE JUNO TRAC-MASTER CURRENT LIMITING DEVICE WITH AMPERAGE
INDICATED.
DECORATIVE PENDANT LIGHT NOMINAL 16" DIAMETER. EXTERIOR SHADE: MATTE BLACK
FINISH + FLAT WHITE UNDERSHADE. BLACK FIELD CUTTABLE CORD. POWER CORD COMES
IN 20'. AOR TO VERIFY DROP HEIGHT DOES NOT EXCEED CORD LENGTH.
MARK LIGHTING
#WHSPR 2X2 3300LM 30K 80CRI MIN1 ZT MVOLT SWC
ENCORE LIGHTING
MARK LIGHTING
#WHSPR 2X2 3300LM 30K 80CRI MIN1 ZT
MVOLT SWC E10WLCP
JUNO #T831WH
SOLAIS LIGHTING #LR30LN/40/30V/1450-WHITE
JUNO #T832WH
SOLAIS LIGHTING #LR30LN/40/30V/1450-WHITE
JUNO #T832WH
SOLAIS LIGHTING #LR30LN/40/30V/1450-WHITE
BARN LIGHT USA
BLE-C-WHA16-106-INSIDE FLAT WHITE-CGB-20FT
-LED16-2700K
DESCRIPTION LAMP MANUFACTURER
LED 29.8W
LED 4.2W
TYPE CONTROL
0-10V
0-10V
NO CONTROLS
CR22
CR-22-EM
ES-1
LED 29.8W
VOLTS
120V
120V
120V
SEE ARCHITECTURAL PLANS AND SPECIFICATIONS FOR ADDITIONAL DETAILS
LED 18W FORWARD PHASEF4A120V
LED 36W FORWARD PHASEF4A-DH 120V
--FORWARD PHASEF4B120V
LED 18WF8 120V
LINEAR SUSPENDED MOUNTED LED. 800 LM/FT, SILVER HOUSING. AIRCRAFT CABLE
SUSPENSION. INTEGRAL 0-10V DIMMING POWER SUPPLY.
LED 30W BARTCO LIGHTING
BLT205-6-30-D-R-A-C8-ESS
0-10VF5120V
LINEAR SUSPENDED MOUNTED LED. 800 LM/FT, SILVER HOUSING. AIRCRAFT CABLE
SUSPENSION. INTEGRAL 0-10V DIMMING POWER SUPPLY. SAME AS F5 BUT INCLUDES
REMOTE MOUNTED EMERGENCY BATTERY BACKUP WITH A MINIMUM OF 1400 LUMENS.
LED 30W BARTCO LIGHTING
BLT205-6-30-D-R-A-C8-ESS
0-10VF5-EM 120V
SAME AS CR-22 BUT INCLUDES DRYWALL GRID ADAPTER FOR INSTALLATION IN 0-10VCR-22a LED 29.8W MARK LIGHTING120V
HARD CEILING APPLICATION.#WHSPR 2X2 3300LM 30K 80CRI MIN1 ZT MVOLT SWC
PROVIDE DRYWALL GRID ADAPTER DGA22 (ORDERED SEPARATELY)
#X-RC-1-C-U (TAILOR AS REQUIRED TO MATCH LIGHTING PLANS)
DIMMING
DIMMING
DIMMING
DIMMING
DIMMING
DIMMING
DIMMING
DIMMING
DECORATIVE PENDANT LIGHT NOMINAL 12" DIAMETER. EXTERIOR SHADE: MATTE BLACK
FINISH + FLAT WHITE UNDERSHADE. BLACK FIELD CUTTABLE CORD. POWER CORD COMES
IN 20'. AOR TO VERIFY DROP HEIGHT DOES NOT EXCEED CORD LENGTH.
LED 18W BARN LIGHT USA
BLE-C-WHA12-106-INSIDE FLAT WHITE-CGB-20FT
-LED16-2700K
F9 120V
0-10V
DIMMING
0-10V
DIMMING
OUTDOOR EGRESS EMERGENCY FIXTURE WITH BATTERY BACKUP. FIXTURE
SHALL BE NORMALLY 'OFF' AND SHALL TURN 'ON' WHEN NORMAL POWER IS LOST.
EMERGENCY FIXTURE SHALL BE CONNECTED TO BRANCH CIRCUIT UNSWITCHED, AHEAD.
LED 10W SIGNTEX INC
MAE-BB10BW-SD
(REPLACEMENT SPECIFICATION)
KK 120V UNSWITCHED
OF LOCAL SWITCHING OR CONTACTOR CONTROL.
A. VERIFY CEILING CONDITIONS AND COORDINATE LIGHT FIXTURE MOUNTING HARDWARE AND TRIMS
NEEDED TO SUIT CEILING CONDITIONS PRIOR TO ORDERING.
B. VERIFY QUANTITIES, MODEL NUMBERS AND DESCRIPTIONS WITH MANUFACTURER PRIOR TO
PLACING ORDER.
C. VERIFY FINISH AND COLOR WITH ARCHITECT PRIOR TO PLACING ORDER.
D. REFER TO ARCHITECTURAL DRAWINGS AND DETAILS FOR EXACT LOCATIONS, MOUNTING HEIGHTS
AND ADDITIONAL MOUNTING INFORMATION. CONTACT ARCHITECT IMMEDIATELY IF THERE ARE
DISCREPANCIES BETWEEN THE ARCHITECTURAL AND ELECTRICAL LIGHTING PLANS.
E. CATALOG NUMBERS SHALL NOT BE CONSIDERED COMPLETE AND MATERIAL SHALL NOT BE
ORDERED BY MANUFACTURER AND CATALOG NUMBERS ONLY. FIRST READ THE COMPLETE
DESCRIPTION, NOTES AND SPECIFICATIONS IN CONJUNCTION WITH THE CATALOG NUMBER TO
DETERMINE THE EXACT MATERIAL AND ACCESSORIES TO BE ORDERED. THE MANUFACTURES
LISTED ARE THE BASIS FOR THE DESIGN
F. REFER TO DIVISION 16 SPECIFICATIONS FOR ACCEPTABLE LAMP AND BALLAST MANUFACTURERS
AND ADDITIONAL INFORMATION.
G. REFER TO LIGHTING CONTACTOR SCHEDULE AND PANELBOARD SCHEDULES FOR CONTROL
INFORMATION.
LIGHTING SCHEDULE NOTES
NOTES:
1. PROVIDE SUBMITTAL FOR ARCHITECT, LIGHTING DESIGNER, AND ENGINEER APPROVAL PRIOR TO
RELEASE OF ORDER. SUBMITTAL TO INCLUDE DETAILS OF ALL MOUNTING AND ELECTRICAL
COMPONENTS AS REQUIRED BY THE CONTRACTOR FOR A COMPLETE INSTALLATION.
2. DUE TO AESTHETIC OR PERFORMANCE CRITERIA, SPECIFIED MANUFACTURER SHALL BE THE ONLY
MANUFACTURER ALLOWED TO BID UNLESS OTHERWISE APPROVED BY ARCHITECT.
3. CONTRACTOR SHALL SUPPLY A COMPLETE AND OPERATIONAL SYSTEM TO COMPLY WITH DESIGN
INTENT.
4. CONFIRM FINAL FIXTURE LENGTHS WITH FIELD-CONFIRMED CONDITIONS PRIOR TO ORDERING.
5. PROVIDE TRACK, FEEDS, FITTINGS FOR CONTINUOUS ROW MOUNTING PER PLANS. TRACK TO BE
SUSPENDED ON UNISTRUT (UNISTRUT TO BE PROVIDED AND INSTALLED BY CONTRACTOR AND
PAINTED TO MATCH THE CEILING) AT HEIGHTS AS INDICATED ON THE PLANS.
CALLOUT SYMBOL MANUFACTURER CATALOG #DESCRIPTION
LOW VOLTAGE
CEILING SENSOR LMDC-100
CEILING MOUNT LOW VOLTAGE DUAL
TECHNOLOGY SENSOR, EXTENDED
RANGE 360 COVERAGE.
LIGHTING CONTROL DEVICE SCHEDULE
WATTSTOPPEROS
LOW VOLTAGE
SWITCH
LOW VOLTAGE ON/OFF SWITCH WITH
INDICATOR LIGHTS INDICATING
ON/OFF.
POWER PACK
WATTSTOPPER LOW VOLTAGE 0-10V
DIMMING POWER/RELAY PACK, AUTO
ON, 120/277 VAC.
LMSW-101WATTSTOPPER
LMRC-211WATTSTOPPER
LOW VOLTAGE
DIMMER
LOW VOLTAGE DIMMER WITH PRESET
SWITCH AND INDICATOR LIGHTS
INDICATINGON/OFF.
LMDM-101WATTSTOPPER
COMBINATION
OCCUPANCY
SENSOR DIMMER
SWITCH
0-10V WALL DIMMER SWITCH WITH
DUAL TECHNOLOGY OCCUPANCY
SENSOR.
DW-311WATTSTOPPER
COMBINATION
OCCUPANCY
SENSOR SWITCH
DW-100WATTSTOPPER WALL SWITCH WITH DUAL
TECHNOLOGY OCCUPANCY SENSOR.
PP1
LV
LV
OS
OS
POWER PACK
WATTSTOPPER LOW VOLTAGE
UNIVERSAL DIMMING POWER/RELAY
PACK, AUTO ON, 120/277
VAC WITH WATTSTOPPER 0-10V TO
PHASE ADAPTIVE CONVERTER.
PROVIDE CONVERTER QUANTITIES AS
REQUIRED PER POWER LIMITATIONS,
750W MAX AT 120V; 1300W MAX AT
277V.
LMRC-211 WITH
BF-SDS-10V-AST
(QUANTITIES AS
REQUIRED)
WATTSTOPPERPP2
A. OCCUPANCY SENSOR LAYOUT BASED ON WATTSTOPPER COVERAGE PATTERNS.
ADJUST QUANTITIES AND LOCATIONS FOR EQUIVALENT MANUFACTURERS LISTED
BELOW PER MANUFACTURER-SPECIFIC SPACING CRITERIA.
B. MANUFACTURERS CONSIDERED EQUIVALENT FOR SUBMISSION ARE LISTED IN
'EQUIVALENT MANUFACTURER' COLUMN IN SCHEDULE. DURING SUBMITTALS,
PROVIDE PRODUCT CUTSHEETS AND SHOP DRAWINGS (AS FURTHER DEFINED IN
GENERAL NOTES OF THIS SCHEDULE) FOR ENGINEER'S REVIEW.
C. SHOP DRAWINGS FOR LIGHTING CONTROL DEVICES THAT ARE INTENDED FOR USE
AS A LIGHTING CONTROL SYSTEM SHALL INCLUDE PROJECT SPECIFIC LIGHTING
CONTROL SCHEMATICS AND SCHEDULES. ALSO, AT ENGINEER'S REQUEST,
PROVIDE A SCALED EQUIPMENT PLAN FOR REVIEW OF EQUIPMENT LOCATIONS
WITHIN PROJECT SPACE CONSTRAINTS.
D. OCCUPANCY SENSOR SHOP DRAWINGS SHALL INCLUDE LIGHTING PLANS
SHOWING LOCATION, MOUNTING HEIGHT, ORIENTATION AND COVERAGE AREAS
FOR EACH OCCUPANCY.
E. PROVIDE ALL OCCUPANCY SENSORS BY THE SAME MANUFACTURER
F. VERIFY COLOR(S) FOR ALL WALL AND CEILING MOUNTED LIGHTING CONTROL
DEVICES WITH THE ARCHITECT.
G. PROVIDE COPIES OF OPERATION INSTRUCTIONS FOR ALL DEVICES TO OWNER.
H. ALL WALL SWITCH AND CEILING SENSORS SHALL HAVE AN ADJUSTABLE TIME
DELAY RANGE OF 0-20 MIN, UON.
I. DO NOT INSTALL LINE VOLTAGE SENSORS ON GFCI PROTECTED CIRCUITS.
J. LIGHTING CONTROLS PRICING SHALL BE COMPLETELY SEPARATE OF ANY LIGHT
FIXTURE PRICING. ANY LIGHTING CONTROLS PRICING THAT IS SUBMITTED WITH
LIGHT FIXTURE PRICING (UNIT OR MINI-LOT) WILL BE IMMEDIATELY REJECTED IN
ITS ENTIRETY.
K. INSTALL WALL BOX DIMMERS TO ACHIEVE FULL RATING SPECIFIED AND INDICATED
AFTER DE-RATING FOR GANGING AS INSTRUCTED BY MANUFACTURER.
L. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING COMPATIBILITY OF ALL
LIGHTING CONTROL DEVICES IN THIS SCHEDULE THAT ARE INTENDED TO
OPERATE TOGETHER.
M. PROVIDE A NEUTRAL CONDUCTOR TO ALL WALL BOX DIMMERS. DO NOT SHARE
NEUTRAL CONDUCTOR ON LOAD SIDE OF DIMMER.
LIGHTING CONTROL NOTES
SCHEDULED NOTES:
1. REQUIRES A NEUTRAL CONDUCTOR FOR OPERATION
Mechanical and Electrical Engineers
Lilker Associates
1001 Avenue of the Americas
New York, NY 10018
tel 212.695.1000
fax 212.695.1299
www.lilker.com
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2024 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
KS
FL
DE
CT
AZ
AL
C-1967WY
RA011075GA
AR10400066IN
C-29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
NV 5521
WA 10344
13167AK
SD 11532
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2023-0069
Proposed
Store Design
for: VERIZON
Metro Pointe
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/24
3/15/24
LIGHTING SCHEDULE
AND CONTROLS
E.1.4
DB
MH
53 OF 81
NOTE:
LIGHTING FIXTURES TO BE PROVIDED BY VERIZON.
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
LENGTH (FT)
< 13'
14' - 20'
21' -26'
TELECOMMUNICATIONS BONDING
CONDUCTOR (TBC) SCHEDULE
27' -33'
34' -41'
42' -52'
53' -66'
> 66'
WIRE SIZE (AWG)
#6
#4
#3
#2
#1
#1/0
#2/0
#3/0
1. EXISTING 1200A, 208/120V, 3-PHASE ELECTRICAL SERVICE TO BUILDING IS TO BE MAINTAINED.
2. EXISTING UTILITY METER FOR EXISTING ELECTRICAL SERVICE SERVING THE BUILDING -THERE IS ONE
UTILITY METER FOR THE ENTIRE BUILDING.
3. EXISTING TENANT SERVICE DISCONNECT FUSED AT 100A TO BE MAINTAINED. MODIFY AND EXTEND
EXISTING FEEDER FROM DISCONNECT TO NEW TENANT PANELBOARD 'A'. COORDINATE WORK WITH
LANDLORD.
4. EXISTING TENANT SERVICE DISCONNECT FUSED AT 200A TO BE MAINTAINED. MODIFY AND EXTEND
EXISTING FEEDER FROM DISCONNECT TO NEW TENANT PANELBOARD 'A'. COORDINATE WORK WITH
LANDLORD.
5. EXISTING FEEDER TO BE RE-ROUTED TO NEW TENANT PANEL 'B'. MODIFY EXISTING CONDUCTORS AS
REQUIRED. CONTRACTOR SHALL MATCH EXISTING COPPER 4#3/0 + 1#6G IN 2-1/2" CONDUIT -FIELD
VERIFY. ANY EXISTING OR NEW JUNCTION BOXES SHALL BE ACCESSIBLE. COORDINATE WORK WITH
BUILDING LANDLORD.
6. PROVIDE 100A MCB, 208/120V, 3PH, 4W, 48-POLE PANELBOARD 'A' FOR VERIZON TENANT FITOUT. REFER
TO PANEL SCHEDULES FOR MORE INFORMATION.
7. PROVIDE 200A MCB, 208/120V, 3PH, 4W, 48-POLE PANELBOARD 'A' FOR VERIZON TENANT FITOUT. REFER
TO PANEL SCHEDULES FOR MORE INFORMATION.
8. PROVIDE EMON DMON SUB-METER 2000 CLASS CONFIGURED FOR 3-PHASE, 4-WIRE, 100A. BASIS OF
DESIGN MODEL NO.: E20-480100-J-D-KIT.
9. PROVIDE EMON DMON SUB-METER 2000 CLASS CONFIGURED FOR 3-PHASE, 4-WIRE, 200A. BASIS OF
DESIGN MODEL NO.: E20-480200-J-D-KIT.
10. EXISTING FEEDER TO BE RE-ROUTED TO NEW TENANT PANEL 'A'. MODIFY EXISTING CONDUCTORS AS
REQUIRED. CONTRACTOR SHALL MATCH EXISTING COPPER 4#2 + 1#8G IN 1-1/2" CONDUIT -FIELD
VERIFY. ANY EXISTING OR NEW JUNCTION BOXES SHALL BE ACCESSIBLE. COORDINATE WORK WITH
BUILDING LANDLORD.
11. EXISTING EQUIPMENT SHOWN FOR REFERENCE ONLY. EXISTING EQUIPMENT IS NOT IN SCOPE AND
SHALL BE MAINTAINED.
12. EXISTING FEEDER SHOWN FOR REFERENCE ONLY EXISTING FEEDER IS NOT IN SCOPE AND SHALL BE
MAINTAINED.
KEY NOTES #
GENERAL NOTES
1. COORDINATE ELECTRICAL TIE-IN WORK SCOPE AND RESPONSIBILITIES WITH LOCAL UTILITY, BUILDING LANDLORD
AND THEIR CONTRACTOR.
2. CONFIRM AVAILABLE FAULT CURRENT WITH BUILDING LANDLORD.
3. EXISTING CONDITIONS ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING
FIELD CONDITIONS.
4. CIRCUIT NUMBERS SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD COORDINATE WITH EXISTING
BRANCH CIRCUIT NUMBERS.
TELCO 108
1
PANEL 'A'
100A MCB
208/120V
3PH, 4W
VERIZON STORE
ELECTRICAL CLOSET1ST FLOOR
10
6
PANEL 'B'
200 MCB
208/120V
3PH, 4W
M
2
4
3
7
M
8
M
9
(E) MAIN SERVICE SWBD FUSED AT
1000A, 208/120V, 3PH, 4W
5
2ND FLOOR
(E)PANEL
'CL'
175A MCB
208/120V
3PH, 4W
(E)PANEL
'CR'
100A MCB
208/120V
3PH, 4W
ROOF
AREA NOT IN
CONTRACT
(E)ELEVATOR MACHINE ROOM
AREA NOT IN CONTRACT
AREA NOT IN CONTRACT
AREA NOT IN CONTRACT
(E)60AF/50AT/3P
(E)15HP ELEVATOR
DISCONNECT
(E)GUTTER 'A1' FOR ROOFTOP EQUIPMENT (E)GUTTER 'A1' FOR ROOFTOP EQUIPMENT
11
11
11 11
1111
12
1212
1212
Mechanical and Electrical Engineers
Lilker Associates
1001 Avenue of the Americas
New York, NY 10018
tel 212.695.1000
fax 212.695.1299
www.lilker.com
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2024 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
KS
FL
DE
CT
AZ
AL
C-1967WY
RA011075GA
AR10400066IN
C-29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
NV 5521
WA 10344
13167AK
SD 11532
C:
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2023-0069
Proposed
Store Design
for: VERIZON
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/24
3/15/24
4/5/24
POWER RISER DIAGRAM
& PANEL SCHEDULES
E.2.0
DB
MH
54 OF 81
1/8" = 1'-0"1 POWER RISER DIAGRAM
NOT TO SCALE
1 4/15/24 Addendum 1 : HQ Update
3 6/3/24 City Comments
3
3
3
3
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
OUTLINE OF MONITOR (EQ-01)
MONITOR (EQ-01)
RUN 1" DATA CONDUIT UP TO 6"
ABOVE CEILING. SEE TYPICAL
DATA PULL STRING DETAIL.
DATA BY ELECTRICAL
CONTRACTOR. REFER TO LOW
VOLTAGE DRAWINGS FOR
QUANTITY
FIXTURE DR
SEE WALL MOUNTING BRACKET
"A" FOR DETAIL
OUTLINE OF ACCESS
OPENING IN BACK PANEL
POWER FEED LOCATION ON
MONITOR
UN
S
W
I
T
C
H
E
D
SW
I
T
C
H
E
D
SEE WALL MOUNTING
BRACKET "B" FOR DETAIL
BLANK
DATABOX W/ A
PULLSTRING
AND
COVERPLATE
1' - 9 1/2"1' - 9 1/2"
CLCLCL
8
5
"
CL
6"
CL
12"
1
2
"
CL
DATA BY ELECTRICAL
CONTRACTOR, SEE LOW
VOLTAGE DRAWINGS FOR
QUANTITY
FOR FIXTURES: 4-SW, 4-SS & 4-CD
RUN 1" DATA CONDUIT UP TO 6" ABOVE CEILING.
SEE TYPICAL DATA PULL STRING DETAIL. DATA
BY ELECTRICAL CONTRACTOR. SEE LOW
VOLTAGE DRAWINGS FOR QUANTITY
OUTLINE OF FIXTURE 4-XX
DATA BY ELECTRICAL CONTRACTOR, SEE
LOW VOLTAGE DRAWINGS FOR QUANTITY
SEE WALL MOUNTING BRACKET
"A" FOR DETAIL
OUTLINE OF ACCESS
OPENING IN BACK PANEL
4-XXCL
1
2
"
12"CL
CL
6"
RUN 1" DATA CONDUIT UP TO 6"
ABOVE CEILING. SEE TYPICAL
DATA PULL STRING DETAIL.
OUTLINE OF FIXTURE 4-SS-S/4-ETL
DATA BY ELECTRICAL CONTRACTOR, SEE
LOW VOLTAGE DRAWINGS FOR QUANTITY
SEE WALL MOUNTING BRACKET
"A" FOR DETAIL
OUTLINE OF ACCESS
OPENING IN BACK PANEL
4-SS-S/4-ETL
CL
1
2
"
12"CL
CL
6"
FOR FIXTURES: 4-SW, 4-SS, 4-CD, & 4-ETS
OUTLINE OF FREESTANDING 4FT
CASEWALL FIXTURES
#12-2 MC CABLE WHIP
EMPTY OUTLET BOX PROVIDED BY FIXTURE
VENDOR. DUPLEX RECEPTACLE TO BE
PROVIDED BY EC.
ACCESS HOLE, TYP.
#12-4 MC CABLE WHIP,
4'-0" LONG
#12-2 MC CABLE WHIP TO
ADJACENT BAY'S RECEPTACLE
#12-2 MC CABLE WHIP
TO ADJACENT BAYS
UNSWITCHED
RECEPTACLE
FLOOR BOX
NOTES:
1. JUNCTION BOXES TO BE INSTALLED ON TOP OF FIXTURES ARE INCLUDED IN THE FIXTURE
"CONTRACTORS KIT".
2. LED DRIVER FOR BRAND WALL CHECK MARKS ON THE BACK SIDE OF FREESTANDING FIXTURES TO BE
PLUGGED IN TO THE RECEPTACLE ON THE TOP.
JUNCTION BOX ON TOP TO BE FURNISHED BY
FIXTURE VENDOR AND INSTALLED BY E.C.
DUPLEX RECEPTACLE TO BE PROVIDED BY
E.C. LOCATION OF JUNCTION BOX AND
RECEPTACLE TO BE DETERMINED IN FIELD
PER FIXTURE VENDOR DIRECTION.
1/2" CDX FIRE RETARDANT
PLYWOOD BOX W/ BACK BOARD BY
GC
OUTLINE OF BRAND WALL
RECESSED BOX
(2) SURFACE MOUNTED DUPLEX
RECEPTACLES MOUNTED ON SIDE OF
RECESS. PROVIDED BY EC.
LED DRIVERS PROVIDED BY FIXTURE
VENDOR TO BE LOCATED IN THE
RECESSED SPACE
WALL FRAMING BEHIND
CENTERLINE OF RECESSED
BOX PER ARCHITECTURAL
PLAN.
FINISHED FLOOR
CONT. WALL CLEAT PROVIDED BY
FIXTURE VENDOR
OUTLINE OF BRAND WALL
CL
STUDS
BETWEEN
10
"
10
"
5
8
"
CL
RUN 1" DATA CONDUIT TO 6"
ABOVE SUSPENDED CEILING.
LINE OF FINISHED FLOOR
OUTLINE OF BILL PAYMENT KIOSK
FIXTURE &
OUTLETS
DATA BY ELECTRICAL CONTRACTOR,
SEE LOW VOLTAGE DRAWINGS FOR
QUANTITY
RUN 1" DATA CONDUIT UP TO 6"
ABOVE CEILING. SEE TYPICAL
DATA PULL STRING DETAIL.
SEE WALL MOUNTING BRACKET
"C" FOR DETAIL
CL
TY
P
.
9"
CL
LINE OF SUSPENDED CEILING
6"
EQ EQ
LINE OF FINISHED FLOOR
OUTLINE OF SMART BOARD
LINE OF SUSPENDED CEILING
MONITOR &
OUTLETS
SEE WALL MOUNTING
BRACKET "C" FOR DETAIL
MONITOR MOUNTING BRACKET
PROVIDED BY VERIZON
MO
N
I
T
O
R
OU
T
L
E
T
S
RUN 1" DATA CONDUIT UP TO 6"
ABOVE CEILING. SEE TYPICAL
DATA PULL STRING DETAIL.
DATA BY ELECTRICAL CONTRACTOR,
SEE LOW VOLTAGE DRAWINGSCL
6
2
"
7
0
"
CL
CL
6"
OUTLINE OF SECURITY MONITOR
LEGRAND PASS & SEYMOUR
RECESSED TV BOX: TV2MW
PROVIDED BY EC
MONITOR MOUNTING BRACKET
SUPPLIED BY VZ IT AND
INSTALLED BY GC
MONITOR
HDMI BY SECURITY
VENDOR
120V, 20A DUPLEX
RECEPTACLE BY EC
BRACKET
OUTLET
LINE OF FINISHED FLOOR
LINE OF SUSPENDED CEILING
MO
N
I
T
O
R
&
P
O
W
E
R
6"
CL
CL
4"
3"
CLCL
TO
B
O
T
T
O
M
O
F
M
O
N
I
T
O
R
8
4
"
(N
O
T
A
B
O
V
E
M
G
R
D
E
S
K
)
66
"
A
T
M
G
R
D
E
S
K
9
6
"
NOTES:
1. RECEPTACLE AND COVERPLATE SHALL BE WHITE ON WHITE WALL (P-1 PAINT) AND
GRAY ON GRAY WALL (P-2 PAINT).
2. SEE LOW VOLTAGE DRAWINGS FOR DATA QUANTITY.
3. PROVIDE DECORA WALL PLATE WITH BRUSH PASS-THROUGH INSERT AT ALL WALL
CASE AND DEVICE RACK DATA LOCATIONS
MOUNTING BRACKET C
FOR FIXTURES: BPK, SMART BOARD
MOUNTING BRACKET B
FOR EQ-01 (MONITOR)
VARIES, REFER
TO NOTE 2
BLANK OUTLET BOX W/ COVERPLATE AND PULL STRING
(NECESSARY ONLY WHEN COMBINING POWER)
SCREEN
MUD PLATE
MOUNTING BRACKET A
OPEN
FOR FIXTURE: 5-POS, DR, 4-SS-S, 4-ETL, & 4-XX FIXTURES
MATCH WALL COLOR
(WHITE OR GRAY)
VARIES, REFER TO
NOTE 2 & 3
MATCH WALL COLOR
(WHITE OR GRAY)
16"
1' - 9 1/2" 1' - 9 1/2"
CL
CL CL
MUD PLATE
VARIES, REFER TO
NOTE 2
MATCH WALL COLOR
(WHITE OR GRAY)
16"
CLEQ EQ
CENTERLINE AS
DIMENSIONED ON PLAN
CLEQ EQ
CENTERLINE AS
DIMENSIONED ON PLAN
SEE NOTE 1
COMMENTSFIXTURE TAG
CHART 1 - FIXTURE POWER/DATA REQUIREMENT*
FLOOR BOX
4-XX
DR
EQ-01
QUAD
WALL OUTLET
QUAD
QUAD
4-SS-S/ 4-ETL/ L-INT QUAD
4-XX
(FREESTANDING)
SPOT
AISLE
4-POS
CT-8, CT-8-TAB
5-POS QUAD
EXP TABLE
CT-10, CT-10-TAB
NOTES:
1. POWER/DATA OUTLETS SHALL BE INSTALLED AT ALL 4-XX FIXTURES.
2. DATA REQUIRED FOR ALL 2-XX FIXTURES.
3. POWER/DATA OUTLETS SHALL BE INSTALLED AT EVERY 4-SS-S, 4-ETL, & L-INT FIXTURE.
4. PROVIDE ALUMINUM FLANGE AND COVERPLATE.
5. REFER TO THE BRAND WALL POWER DIAGRAM FOR RECEPTACLE MOUNTING DETAIL.
6. PROVIDE OPEN J-BOX FOR L-INT FIXTURE AS REQUIRED FOR DATA.
*ALL CIRCUITS ARE TO BE UNSWITCHED.
SEE NOTE 4
WHIP 4' LONG
TYPE BRACKET
A
A
A
A
B
BPK DUPLEX C
BW (2) DUPLEXES SEE NOTE 5
3-GANG
DIGITAL-1, DIGITAL-2
(FLOOR)
J-BOX
(CEILING)
DIGITAL-1, DIGITAL-2
(CEILING)
2-GANG
2-GANG
2-GANG
2-GANG
2-GANG
2-GANG
TYPE
BT 2-GANG
SEE NOTE 3 & 6
SEE NOTE 4
WHIP 5' LONG
SEE NOTE 4
WHIP LENGTH TBD IN FIELD
SEE NOTE 4
WHIP LENGTH TBD IN FIELD
SEE NOTE 4
WHIP 6' LONG
SEE NOTE 4
WHIP 5' LONG
SEE NOTE 4
WHIP 5' LONG
SEE NOTE 4
WHIP 5' LONG
L-247 (3) 1-GANG SEE NOTE 4
WHIP 3' LONG
L-INT
(FREESTANDING)
SEE NOTE 4
WHIP 3' LONG FROM BASE
OF FIXTURE
CB-6, CB-8
ELECTRICAL BOX
CONDUIT AS REQUIRED
PULL STRING
BUSHING
CL
BOTTOM OF
SUSPENDED CEILING
SEE PLAN
FINISHED FLOOR 0'-0"
AS
P
E
R
P
L
A
N
6
"
(1) 1"∅CONDUIT TO 6"
ABOVE SUSPENDED
CEILING W/PULL
STRING.
1"∅CONDUITS FOR POWER.
1 1/4"∅CONDUITS FOR
DATA TO 6" ABOVE
SUSPENDED CEILING
W/PULL STRING
3-GANG FLOOR BOX
2-GANG FLOOR BOX
NOTES:
1. CONTRACTOR SHALL VERIFY THAT THE 90° CONNECTOR IS SUFFICIENT SIZE FOR ALL
POWER WHIPS.
2. FIXTURE VENDOR SHALL PROVIDE ACCESS REQUIRED TO THE FLOOR JUNCTION BOX PER
CODE. THE ACCESS OPENING IN THE BOTTOM OF THE FIXTURES TO BE LARGER THAN THE
ACTUAL COVERPLATE.
3. FOR CAT6 QUANTITIES 1-5 USE 1" ∅CONDUIT.
4. FOR CAT6 QUANTITIES 5-9 USE 1-1/4" ∅CONDUIT.
5. FOR CAT6 QUANTITIES 10+ USE MULTIPLE CONDUITS.
6. E.C. TO MAKE FINAL CONNECTION AND PROVIDE DUPLEX/QUAD OUTLET, COVER,
ARMORED CABLE WHIP FROM FLOOR BOX TO J-BOX AS REQUIRED. COORDINATE WITH
FIXTURE VENDOR. E.C. SHALL INSTALL AN ADDITIONAL J-BOX AND INSTALL A TOTAL OF (3)
THREE DUPLEX OUTLETS AT EACH SPOT FIXTURE.
FLOOR BOX SPECIFICATION:
2-GANG:
HUBBELL PFBRG2 TWO-GANG NON-METALLIC FLOOR BOX. ONE-GANG FOR POWER WHIP AND
ONE-GANG FOR DATA.
TWO-GANG FLUSH RECTANGULAR ALUMINUM FLANGE SA3084W
ALUMINUM COVERPLATE FOR POWER WHIP: (1) SA2425
ALUMINUM COVERPLATE FOR DATA WHIP: (1) SA2625
FLUSH RECTANGULAR ADAPTOR COLLAR AS NEEDED: PFBRAC
*REFERENCE DEVICE CHART ON SHEET LV.2.0 FOR DATA JACK COUNT TO DETERMINE NUMBER OF
PORTS NEEDED PER FIXTURE.
3-GANG:
HUBBELL PFBRG3 THREE-GANG NON-METALLIC FLOOR BOX. ONE-GANG FOR POWER WHIP AND
TW-GANG FOR DATA.
THREE-GANG FLUSH RECTANGULAR ALUMINUM FLANGE SA3085W
ALUMINUM COVERPLATE FOR POWER WHIP: (1) SA2425
ALUMINUM COVERPLATE FOR DATA WHIP: (2) SA2625
FLUSH RECTANGULAR ADAPTOR COLLAR AS NEEDED: PFBRAC
*REFERENCE DEVICE CHART ON SHEET LV.2.0 FOR DATA JACK COUNT TO DETERMINE NUMBER OF
DATA WIRES NEEDED PER FIXTURE.
COVERPLATES SHALL BE FLUSH WITH FLOORING.
REFER TO CHART 1 FOR POWER REQUIREMENTS AND REFER TO LOW VOLTAGE DRAWINGS FOR
DATA REQUIREMENTS.
#12 MC CABLE WHIP, SEE FIXTURE
POWER/DATA CHART FOR POWER
WHIP LENGTH AND CONDUCTORS
REQUIRED FOR EACH FLOOR
FIXTURE
90° FLEX CONNECTOR. SEE NOTE 1
FLOOR BOX
W/ COVERPLATE
1"∅CONDUITS FOR POWER.
#12 MC CABLE WHIP, SEE FIXTURE
POWER/DATA CHART FOR POWER
WHIP LENGTH AND CONDUCTORS
REQUIRED FOR EACH FLOOR
FIXTURE
90° FLEX CONNECTOR. SEE NOTE 1
J
FIXTURE MOUNTED J-BOX BY
FIXTURE VENDOR
SEE NOTE 6.
FLOOR BOX
W/ COVERPLATE
J
FIXTURE MOUNTED J-BOX BY
FIXTURE VENDOR.
SEE NOTE 6.
DATA WIRE, SEE CHART 1
FOR DATA WIRE LENGTH
REQUIRED FOR EACH
FLOOR FIXTURE
DATA WIRE, SEE CHART 1
FOR DATA WIRE LENGTH
REQUIRED FOR EACH
FLOOR FIXTURE
A PLAN DIAGRAM FOR FIXTURES
FOR FIXTURES: 4-SW, 4-SS, 4-ETL,& 4-CD
FLOOR BOX
FL
O
O
R
B
O
X
OUTLINE OF FIXTURE
FLOOR BOX, SEE FLOOR BOX
DETAIL 13 FOR SPEC
FLOOR BOXFLOOR BOX
OUTLINE OF FIXTURES -
COLAB AND EXP. TABLES
ALTERNATE FLOOR
BOX LOCATION
NOTE:
FLOOR BOX LOCATION 2'-0" OFFSET FROM SIDE OF FIXTURE
SHALL BE APPLIED TO ALL VARIATIONS OF THE COLLABORATION
AND EXPERIENCE TABLES.
FIXTUREFLOOR BOX
OUTLINE OF FIXTURE - 4FT
CASE FIXTURES
NOTE: ABOVE DIAGRAMS SHOWN FOR FLOOR BOX RELATIONSHIP TO FIXTURE
CL
CL
B PLAN DIAGRAM FOR COLAB AND EXP. TABLES
C PLAN DIAGRAM FOR FREESTANDING 4FT CASE
FLOOR BOX, SEE FLOOR BOX DETAIL 13 FOR SPEC
2' - 0"2' - 0"
CLCL
FLOOR BOX, SEE FLOOR BOX
DETAIL 13 FOR SPEC
CLCL11 1/2"
FL
O
O
R
B
O
X
CL
FL
O
O
R
B
O
X
CL
CL FIXTURE
OUTLINE OF FIXTURE
FLOOR BOX, SEE FLOOR BOX
DETAIL 13 FOR SPEC
ALTERNATE FLOOR
BOX LOCATION, TYP.
CL
FI
X
T
U
R
E
CL
CL
FLOOR
BOX
FL
O
O
R
BO
X
D PLAN DIAGRAM FOR DIGITAL DISPLAY
6"
4"
J
FIXTURE MOUNTED J-BOX BY FIXTURE VENDOR. EC TO
PROVIDE DUPLEX OUTLET AND COVERPLATE.
AT SPOT FIXTURE: ADD (1) ADDITIONAL J-BOX FOR A TOTAL
OF (3) DUPLEX OUTLETS.
CABLE WHIP
J
FIXTURE MOUNTED J-BOX BY FIXTURE VENDOR. EC TO
PROVIDE DUPLEX OUTLET AND COVERPLATE.
J
FIXTURE MOUNTED J-BOX BY FIXTURE VENDOR. EC TO
PROVIDE DUPLEX OUTLET AND COVERPLATE.
J
FIXTURE MOUNTED J-BOX BY
FIXTURE VENDOR. EC TO
PROVIDE DUPLEX OUTLET AND
COVERPLATE.
DATA WIRE, SEE CHART 1 FOR DATA WIRE LENGTH REQUIRED
FOR EACH FLOOR FIXTURE
DATA WIRE, SEE
CHART 1 FOR DATA
WIRE LENGTH
REQUIRED FOR EACH
FLOOR FIXTURE
DATA WIRE, SEE CHART 1 FOR DATA WIRE LENGTH
REQUIRED FOR EACH FLOOR FIXTURE
DATA WIRE, SEE CHART 1 FOR DATA WIRE LENGTH
REQUIRED FOR EACH FLOOR FIXTURE
4-POS AND BT TABLES: ROUTE POWER AND DATA WIRE IN
METAL TROUGH AND UP LEG TO J-BOX
ROUTE POWER AND DATA WIRE IN METAL TROUGH
AND UP LEG TO J-BOX
ROUTE POWER AND DATA WIRE UP METAL
SUPPORT OF THE FIXTURE TO THE J-BOX AND
DATA LOCATIONS
RUN 1-1/4" DATA CONDUIT
UP TO 6" ABOVE CEILING.
SEE TYPICAL DATA PULL
STRING DETAIL.
OUTLINE OF FIXTURE 5-POS
DATA BY ELECTRICAL
CONTRACTOR, SEE LOW
VOLTAGE DRAWINGS FOR
QUANTITY
SEE WALL MOUNTING BRACKET
"A" FOR DETAIL
OUTLINE OF ACCESS
OPENING IN BACK PANEL
OUTLETS
1
8
"
CL
CL
6"
4
4
"
CL
DUPLEX RECEPTACLE
PROVIDED BY EC
3' - 0"
EQUAL
2' - 4"
EQUAL
2' - 4"CL
DATA FEED
2'
-
7
"
EC TO PROVIDE DUPLEX
RECEPTACLE IN J-BOX
PROVIDED
CORD PASS-THRU
CIRCUIT J-BOX
PROVIDE (6')
ARMORED CABLE
WHIP
FINAL CONNECTION @
J-BOX PROVIDED BY
FIXTURE VENDOR
POWER STRIP BY
FIXTURE VENDOR
CORD PASS-THRU
FINISHED
FLOOR
Mechanical and Electrical Engineers
Lilker Associates
1001 Avenue of the Americas
New York, NY 10018
tel 212.695.1000
fax 212.695.1299
www.lilker.com
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2024 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
KS
FL
DE
CT
AZ
AL
C-1967WY
RA011075GA
AR10400066IN
C-29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
NV 5521
WA 10344
13167AK
SD 11532
C:
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2
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0
0
1
3
0
8
_
V
E
R
I
Z
O
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_
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a
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t
a
A
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a
_
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A
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2
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2023-0069
Proposed
Store Design
for: VERIZON
Metro Pointe
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/24
3/15/24
ELECTRICAL DETAILS -
FLOOR BOXES
E.2.1
DB
MH
55 OF 81
3/8" = 1'-0"1 ELEVATION DIAGRAM FOR EQ-01 & DR
Version: 012423
3/8" = 1'-0"2 ELEVATION DIAGRAM FOR 4-XX
Version: 012621
3/8" = 1'-0"3 ELEVATION DIAGRAM FOR 4-SS-S/4-ETL
Version: 012621
3/8" = 1'-0"4 ELEVATION DIAGRAM FOR FREESTANDING 4FT FIXTURES
Version: 012621
3/8" = 1'-0"6 ELEVATION DIAGRAM FOR BRAND WALL
Version: 012621
3/8" = 1'-0"7 ELEVATION DIAGRAM FOR BPK
Version: 012621
3/8" = 1'-0"8
ELEVATION DIAGRAM
FOR SMART BOARD
Version: 012621
3/8" = 1'-0"9
ELEVATION DIAGRAM
FOR SECURITY MONITOR
Version: 012621
3/8" = 1'-0"12 WALL MOUNT BRACKET DETAILS
Version: 012621
3/4" = 1'-0"11
TYPICAL DATA
PULL STRING DETAIL
Version: 012621
3/8" = 1'-0"13 FLOOR BOX DETAIL
Version: 061821
3/4" = 1'-0"14 FLOOR BOX LOCATION DIAGRAMS
Version: 012621
3/8" = 1'-0"5 ELEVATION DIAGRAM FOR 5-POS
Version: 042021
3/8" = 1'-0"10 ELEVATION DIAGRAM FOR DIGITAL DISPLAY
Version: 012621
NOT USEDNOT USED
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
FUNCTION 2
SALES
A#2
C2
LED DRIVER 0-10V DIMMING
LED LUMINAIRES
120 VOLT
D LOW VOLTAGE
DIMMER
24 VOLT
LED DRIVER
0-10V PENDANTS &
FOWARD PHASE
DUAL HEADS
120 VOLT
D LOW VOLTAGE
DIMMER
24 VOLT
LED DRIVER FORWARD PHASE
TRACK LIGHTING
LIGHTING SEQUENCE: {LD-1}
LIGHTING SEQUENCE: {LD-1}
LIGHTING SEQUENCE: {LD-1}120 VOLT
CONTACTOR-C2
NOTE:
LIGHTING CONTROL DIAGRAM IS GENERIC IN
NATURE AND MAY NOT SHOW ALL CONNECTIONS
REQUIRED.
H N
120 VOLT CIRCUIT
SECURITY SYSTEM
EMS
MOMENTARY
OVERRIDE
FUNCTION 1
MERCHANDISE
C1
SPARE
CONTACTOR-C1
SPARE
SPARE
SPARE
H N
120 VOLT CIRCUIT
EMS
MOMENTARY
OVERRIDE
LED DRIVER 0-10V DIMMING
LED SIGNAGE120 VOLT
FUNCTION 4
SIGNAGE
H N
120 VOLT CIRCUIT
PHOTOCELL
C5
FUNCTION 5
EXTERIOR
H N
120 VOLT CIRCUIT
PHOTOCELL
C6
SPARE
LIGHTING SEQUENCE: {LD-6}
CONTACTOR-C5
CONTACTOR-C6
EMSMOMENTARY
OVERRIDE
EMSMOMENTARY
OVERRIDEFUNCTION 3
SPARE
C4
SPARE
CONTACTOR-C4
SPARE
SPARE
SPARE
SPARE
SPARE
A#4
A#6
B#42
B#33
H N
120 VOLT CIRCUIT
FSG CONTACTOR ENCLOSURE, SEE EMS SHEET
120 VOLT EXHAUST
FAN
SPARE
D LOW VOLTAGE
DIMMER
24 VOLT
1.
2.
3.
4.
5.
6.
7.
INDICATES SWITCHING CONTACTOR.
LIGHTING CONTROL DIAGRAM NOTES
INDICATES POTENTIAL LOW VOLTAGE TRANSFORMER
INDICATES CONTACTORC#
OC
LS
{LD-4}
INDICATES OCCUPANCY/VACANCY SENSOR.
INDICATES DIMMING DAYLIGHT SENSOR.
INDICATES SEQUENCE OF OPERATION.
INDICATES PHOTO CELL PC
LED DRIVER FORWARD PHASE
TRACK LIGHTING
LIGHTING SEQUENCE: {LD-1}120 VOLTA#22
D LOW VOLTAGE
DIMMER
24 VOLT
LED DRIVER 0-10V DIMMING
LED SIGNAGE120 VOLT LIGHTING SEQUENCE: {LD-6}B#19
LED DRIVER 0-10V DIMMING
LED SIGNAGE120 VOLT LIGHTING SEQUENCE: {LD-6}A#41
CONTACTOR No.CIRCUIT No. OPERATED BY LOAD DESCRIPTION
C1 EMS & WALL SWITCH
(EMS CONTROLED)MERCHANDISE LIGHTS
C2
C3
EMS & WALL SWITCH
(KEYPAD CONTROLLED)SALES LIGHTS
CONTACTOR SCHEDULE
CONTACTOR NOTES:
1. ALL CONTACTORS SHALL BE NORMALLY CLOSED, ELECTRICALLY OPERATED AND ELECTRICALLY HELD.
2. PROVIDE ALL REQUIRED CONTROL ACCESSORIES NECESSARY FOR THE OPERATION AS DESCRIBED ABOVE.
3. PROVIDE LABELS FOR EACH CONTACTOR INDICATING THE LOAD CONTROLLED.
4. NUMBER ALL WIRES AT EACH CONTACTOR.
C4
XX:XX
A#2, A#4, A#6, A#22, B#42
B#42
C5 EMS SIGN LIGHTINGB#19, B#33, A#41
C6 EMS EXTERIOR / SITE LIGHTINGXX:XX
SPAREXX:XX
EMS & WALL SWITCH
(KEYPAD CONTROLLED)EXHAUST FAN
LIGHTING FUNCTIONS – SEQUENCE OF OPERATION
FUNCTION #1: (CONTACTOR 'C1'): MERCHANDISE LIGHTING
THE CONTACTOR SHALL BE ENABLED ANY TIME ONE OF THE FOLLOWING CONDITIONS ARE TRUE, OTHERWISE THE CONTACTOR SHALL BE DISABLED
IF ALL OF THE CONDITIONS ARE FALSE.
1. MERCHANDISE LIGHTING IS ENABLED ONE HOUR BEFORE STORE OPENING AND DISABLED ONE HOUR AFTER STORE CLOSE (TIMES MAY BE
ADJUSTED PER LOCATION).
FUNCTION #2: (CONTACTOR 'C2' & 'C3'): SALES LIGHTING
THE CONTACTOR SHALL BE ENABLED ANY TIME ONE OF THE FOLLOWING CONDITIONS ARE TRUE, OTHERWISE THE CONTACTOR SHALL BE DISABLED
IF ALL OF THE CONDITIONS ARE FALSE.
1. STORE IS DISARMED – SEE SECURITY PANEL.
FUNCTION #3: (CONTACTOR 'C4'): NOT USED
FUNCTION #4: (CONTACTOR C5'): SIGN LIGHTING
THE SIGN LIGHITNG CONTACTOR SHALL BE ENABLED 24/7 AND ENABLED BY PHOTOCELL (TIMES MAY BE ADJUSTED PER LOCATION).
FUNCTION #5: (CONTACTOR 'C6'): EXTERIOR / SITE LIGHTING, WHERE APPLICABLE
THE CONTACTOR SHALL BE ENABLED ANY TIME ONE OF THE FOLLOWING CONDITIONS ARE TRUE, OTHERWISE THE CONTACTOR SHALL BE DISABLED
IF ALL OF THE CONDITIONS ARE FALSE.
1. EXTERIOR /SITE LIGHTNG IS DISABLED AT MIDNIGHT AND ENABLED AT 6 AM AND ENABLED BY PHOTOCELL (TIMES MAY BE ADJUSTED PER
LOCATION).
OVERRIDES
LIGHTING CAN BE OVERRIDDEN USING THE MOMENTARY PUSH BUTTONS LOCATED ON THE BOTTOM OF THE EMS PANEL LABELED 'INDOOR LIGHTING
OVERRIDE' AND 'OUTDOOR LIGHTING OVERRIDE'. PUSHING THESE BUTTONS WILL OVERRIDE LIGHTS ON FOR 2 HRS. IF LIGHTS DO NOT COME ON
WHEN OVERRIDDEN, THE 'EMERGENCY LIGHTING OVERRIDE' SWITCH LOCATED ON THE EMS LIGHTING CONTROL PANEL CAN BE USED TO BYPASS THE
EMS AND FORCE ALL LIGHTS ON.
SECURITY SYSTEM (INSTALLED AND WIRED BY OTHERS)
WHEN THE SECURITY SYSTEM IS ARMED (UNOCCUPIED), THE RELAY CONTACTS SHALL OPEN. WHEN THE SECURITY SYSTEM IS DISARMED
(OCCUPIED), THE RELAY CONTACTS SHALL CLOSE.
ID LIGHTING CONTROL SPACE TYPE
LD-1 SEQUENCE: DIMMED AND SWITCHED LUMINAIRES ARE CONTROLLED IN THIS SPACE.
ON: THE LUMINAIRES TURN ON VIA EMS CENTRAL TIME CLOCK AND RELAY PANEL. LOCAL OVERRIDE SWITCHES, LOCATED IN SECURE AREAS, SHALL PROVIDE UP TO 120 MIN. OF ADDITIONAL
ILLUMINATION. THE OVERRIDE SWITCHES SHALL BE LOCATED IN A POSITION WHERE THE OCCUPANT CAN SEE THE LUMINAIRES THEY ARE CONTROLLING.
ADJUST: GENERAL LED LUMINAIRE OUTPUT SHALL BE MANUALLY ADJUSTED VIA RAISE LOWER LOCAL DIMMERS AS SHOWN ON DRAWINGS.
ADDITIONAL CONTROL: THE GENERAL LIGHTING WITHIN EACH DAYLIGHT ZONE (PRIMARY AS WELL AS SECONDARY), AS DEFINED BY STATE AND LOCAL CODES, SHALL AUTOMATICALLY CONTINUOUSLY
ADJUST TO MAINTAIN A PRESET FOOT-CANDLE LEVEL OF NO LESS THAN 50FC AT +30" BASED ON THE AVAILABLE DAYLIGHT IN EACH DAYLIGHT ZONE.
ADDITIONAL CONTROLS: DISPLAY LUMINAIRES SHALL BE CONTROLLED SEPARATELY FROM GENERAL LIGHTING VIA ON/OFF CONTROLS AS SHOWN ON DRAWINGS.
OFF: THE EMS CENTRAL TIME CLOCK OR THE ACTIVATION OF THE SECURITY SYSTEM SHALL TURN OFF THE NORMAL POWER, WHICHEVER COMES FIRST. LOCAL OVERRIDES ARE AVAILABLE AS
INDICATED ON DRAWINGS.
RETAIL SALES;
POS
LD-2
LD-3
LIGHTING SEQUENCE OF OPERATION
LD-4
LD-5 EXTERIOR LIGHTING
BACK OF HOUSE
STORAGE; JANITOR;
TELCO; CORRIDOR
RESTROOM
SEQUENCE: DIMMED LUMINAIRES ARE CONTROLLED IN THIS SPACE.
ON: LUMINAIRES MANUALLY TURN ON VIA LOCAL DIMMERS.
ADJUST: LUMINAIRE OUTPUT SHALL BE MANUALLY ADJUSTED VIA RAISE LOWER CONTROL DIMMERS AS SHOWN ON DRAWINGS.
OFF: AFTER THE SPACE HAS BEEN VACANT FOR 15 MIN., VACANCY SENSOR SHALL AUTOMATICALLY TURN THE NORMAL LUMINAIRES OFF. NIGHTLIGHTS SHALL REMAIN ON AT ALL TIMES.
ON: WHEN ACTIVITY IS DETECTED, SWITCHED RECEPTACLES SHALL AUTOMATICALLY BE TURNED ON.
OFF: AFTER THE SPACE HAS BEEN VACANT FOR 15 MIN., SWITCHED RECEPTACLES SHALL AUTOMATICALLY TURN OFF.
ON: LUMINAIRES MANUALLY TURN ON VIA LOCAL DIMMERS.
ADJUST: LUMINAIRE OUTPUT SHALL BE MANUALLY ADJUSTED VIA RAISE LOWER DIMMER.
OFF: AFTER THE SPACE HAS BEEN VACANT FOR 15 MIN., ALL LUMINAIRES SHALL AUTOMATICALLY TURN OFF VIA VACANCY SENSOR.
SEQUENCE: DIMMED LUMINAIRES ARE CONTROLLED IN THIS SPACE.
ON: LUMINAIRES MANUALLY TURN ON TO 50% VIA OCCUPANCY SENSOR.
ADJUST: LIGHT OUTPUT SHALL MANUALLY BE ADJUSTED VIA LOCAL DIMMER.
OFF: OCCUPANCY SENSOR SHALL TURN THE LIGHTS OFF AFTER THE SPACE HAS BEEN VACANT FOR 15 MIN.
SEQUENCE: DIMMED LUMINAIRES ARE CONTROLLED IN THIS SPACE.
ON: THE LUMINAIRES TURN ON VIA PHOTOCELL PROTOCOL THROUGH EMS CONTROL PANEL. LOCAL OVERRIDE SWITCHES, LOCATED IN SECURE AREAS, SHALL PROVIDE UP TO 120 MIN. OF ADDITIONAL
ILLUMINATION. THE OVERRIDE SWITCHES SHALL BE LOCATED IN A POSITION WHERE THE OCCUPANT CAN SEE THE LUMINAIRES THEY ARE CONTROLLING.
ADJUST: LED LUMINAIRE OUTPUT SHALL BE MANUALLY ADJUSTED VIA RAISE LOWER LOCAL DIMMERS AS SHOWN ON DRAWINGS.
OFF: THE EMS CENTRAL TIME CLOCK SHALL TURN THE NORMAL POWER LUMINAIRES OFF AT MIDNIGHT.
MS + MS - 10V 10V 0V 0V
MAN.
SW.
DIM 1
VIO GRY
DIM 2
VIO GRY
CLASS 1 OR CLASS 2
(SELV)
0 -10V DIMMER W/
ON/OFF CONTROL
PU
R
P
L
E
GR
A
Y
PURPLE
GRAY
BLACK
WHITE
LOAD 2
OUT L2
LOAD 2
IN L2
CONTACTOR
NEUTRAL
WHITE
BLACK
LP-1-#
LIGHTING
LOADRED
LOAD 1
OUT L1
LINE L1
CONSTANT HOT
NEUT. N
WH
I
T
E
WHITE
PCC2D-00W
POWER PACKWHITE
BLACKCONSTANT HOT
NEUTRAL RED
RED CONSTANT HOT
OCC2
SWITCH
RE
D
BL
A
C
K
GR
E
Y
ELECTRONIC
DIMMING BALLAST
(O-10 VDC)
LAMP
LAMP
BLUE
BLUE
RED
RED
VIOLET (-)
GREY (-)
YELLOW
YELLOW
RED
BLACK
VI
O
L
E
T
GR
E
Y
LS-301
AC BALLAST
EMERGENCY BATTERY
HOT
COM
CONTACTOR
EMERGENCY / NIGHT LIGHT (N.L.) FIXTUREEMERGENCY ONLY FIXTURE
AC BALLAST
EMERGENCY BATTERY
HOT
COM
Mechanical and Electrical Engineers
Lilker Associates
1001 Avenue of the Americas
New York, NY 10018
tel 212.695.1000
fax 212.695.1299
www.lilker.com
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2024 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
KS
FL
DE
CT
AZ
AL
C-1967WY
RA011075GA
AR10400066IN
C-29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
NV 5521
WA 10344
13167AK
SD 11532
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2023-0069
Proposed
Store Design
for: VERIZON
Metro Pointe
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/24
3/15/24
LIGHTNG CONTROL
DIAGRAMS
E.2.2
DB
MH
56 OF 81
N.T.S.1 CONTACTOR DIAGRAM
N.T.S.3 DAYLIGHT ZONE CONTROL DIAGRAM
N.T.S.4 DAYLIGHT ZONE WIRING DIAGRAM
N.T.S.2 EMERGENCY BALLAST DIAGRAM
NOT U
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NOT U
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3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
CEILING
FINISHED FLOOR
FIRE TREATED PLYWOOD.
REFERENCE ARCHITECTURAL
DRAWINGS.
MAIN EMS PANEL
LIGHTING CONTACTOR
PANEL
(1) CONDUIT FOR EMS PHASE
LOSS RELAY LEADS. (1) CONDUIT
FOR EMS PANEL POWER.
CONDUITS FOR CONTROL WIRING
FROM EMS TO LIGHTING
CONTACTORS.
LIGHTING BRANCH
CIRCUIT CONDUITS
FLOOR
1'
-
0
"
1'
-
0
"
PROVIDE (1) 24" LONG 2" SLEEVE WITH
BUSHINGS IN CEILING FOR ANTENNA
CABLE ACCESS.
EVDO REPEATER
CDMA REPEATER
REPEATER
6'
-
6
"
4 1/2"
6'
-
2
"
PROVIDE (2) DEDICATED 30A
TWIST LOCK OUTLETS (L6-30R)
LABELED "BDA"
FLOOR
OVERHEAD 12" CABLE RUNWAY
BY CCCABLE RUNWAY WALL SUPPORT
BRACKET BY CC
D-RINGS FOR CABLE
MANAGEMENT (AS REQUIRED) BY CC
4" CONDUIT SLEEVE THRU
CEILING FOR TELCO
COPPER GROUND
BUS BAR BY EC
2" CONDUIT SLEEVE THRU
CEILING FOR TELCO
DOUBLE DUPLEX RECEPTACLE
120V, 20A BY EC
OUTLINE OF TELCO RACK
TELCO ROOM ELEVATION FOR
REFERENCE ONLY, REFER TO
ELECTRICAL PLAN FOR EXACT ROOM
LAYOUT AND PLACEMENT OF THE
FIXTURES
SHALL BE CIRCUITED TO THE SAME
PHASE IN PANELBOARD.
(2) 4" CONDUITS FROM BUILDING DEMARC
LOCATION TO TELCO ROOM. COORDINATE
EXACT LOCATION OF DEMARC WITH
LANDLORD. PROVIDE LABELED PULL
STRING IN BOTH CONDUITS.
1'
-
6
"
MOTOR
3
MOTOR
2
MOTOR
1
MOTOR 1 - DIR2 - BLK
MOTOR 1 - DIR1 - RED
MOTOR 2 - DIR2 - BLK
MOTOR 2 - DIR1 - RED
MO
T
O
R
3
-
D
I
R
2
-
B
L
K
MO
T
O
R
3
-
D
I
R
1
-
R
E
D
MOTOR 3 - NEUTRAL - WHT
MOTOR 3 - GROUND - GRN
MOTOR 2 - NEUTRAL - WHT
MOTOR 2 - GROUND - GRN
MO
T
O
R
1
-
N
E
U
T
R
A
L
-
W
H
T
MO
T
O
R
1
-
G
R
O
U
N
D
-
G
R
N
GANG BOX ABOVE
EACH SHUTTER, TYPICALLY
<6' FROM CONDUIT EXIT
FROM SHUTTER HOUSING
110v INPUT FROM PANEL,
15A CIRCUIT PER RELAY
GROUP
KEY SWITCH
[IF APPLICABLE]
FROM PANEL - GROUND - GRN
FROM PANEL - LINE - BLK
FROM PANEL - NEUTRAL - WHT
CTRL PWR TO SW - LINE - BLK
DI
R
1
F
R
O
M
S
W
-
Y
E
L
DIR2 FROM SW - BLUE
INDEPENDENT
DIRECTIONAL, NEUTRAL,
AND GROUND WIRES MUST
BE RUN TO EACH MOTOR,
DO NOT JOIN TOGETHER
MOTOR
6
MOTOR
5
MOTOR
4
MOTOR 1 - DIR2 - BLK
MOTOR 1 - DIR1 - RED
MOTOR 2 - DIR2 - BLK
MOTOR 2 - DIR1 - RED
MO
T
O
R
3
-
D
I
R
2
-
B
L
K
MO
T
O
R
3
-
D
I
R
1
-
R
E
D
MOTOR 3 - NEUTRAL - WHT
MOTOR 3 - GROUND - GRN
MOTOR 2 - NEUTRAL - WHT
MOTOR 2 - GROUND - GRN
MO
T
O
R
1
-
N
E
U
T
R
A
L
-
W
H
T
MO
T
O
R
1
-
G
R
O
U
N
D
-
G
R
N
GANG BOX ABOVE
EACH SHUTTER, TYPICALLY
<6' FROM CONDUIT EXIT
FROM SHUTTER HOUSING
110v INPUT FROM PANEL,
15A CIRCUIT PER RELAY
FROM PANEL - GROUND - GRN
FROM PANEL - LINE - BLK
FROM PANEL - NEUTRAL - WHT
INDEPENDENT
DIRECTIONAL, NEUTRAL,
AND GROUND WIRES MUST
BE RUN TO EACH MOTOR,
DO NOT JOIN TOGETHER
DI
R
2
-
S
W
I
T
C
H
B
U
S
B
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W
E
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-
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A
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S
NOTES:
1. If the shutter does not move in the intended direction, reverse the black and red directional wires.
2. Homerun all motor wires (up and down directionals, neutral, and ground from motor relay board to
each shutter motor.
3. Do NOT pigtail any motors together. All motor wires (4) must be run from each motor directly to
the relay with no junctions or joins. Each motor will require (4) wires (16 AWG MIN) from the
motor junction box to the relay junction box.
4. Strict adhearance to this schematic is required for proper operation. Installation variance from this
drawing will result in damage to the relay boards, motor, or both.
5. WARNING: Motors joined together on the same wiring downstream of the relay can cause
PERSONAL INJURY.
Improperly wired shutters shutters will not stop at their setpoints.
6. FOR TECHNICAL SUPPORT, PLEASE CALL QMI 800 446 2500.
7. Wiring diagram to be printed in color• ALL WIRES MUST BE 16/4 WIRE HOME RUNS.
• ALL WIRING TO BE INSTALLED BY ELECTRICAL CONTRACTOR.
4 X 4 PULL BOX, BY ELECTRICAL CONTRACTOR
1" Ø CONDUIT TO TELCO ROOM, BY
ELECTRICAL CONTRACTOR
1/2" Ø SURFACE CONDUIT IF WALL ACCESS IS NOT
POSSIBLE, BY ELECTRICAL CONTRACTOR
ELECTRICAL CONTRACTOR TO PROVIDE 30"
OF WIRE WHIP AT 2X4 J-BOX FOR QMI
CONNECTION TO MOTOR, TYP.
MANUAL GATE
2 X 4 J-BOX (HORIZONTAL) BY ELECTRICAL CONTRACTOR
IN WALL CONDUIT OR WIRE, BY ELECTRICAL CONTRACTOR
FLEXIBLE CONDUIT WITH COVERPLATE, BY QMI
TYP.
6"
TY
P
.
1
3
"
INVENTORY
OPEN OFFICE
RETAIL SALES
J.C.RESTROOM RESTROOM
MANAGER
TELCO
4 X 4 J-BOX, LOCATE HIGH ON WALL, BY
ELECTRICAL CONTRACTOR
2 X 4 J-BOX (TYP.) MOUNT
HORIZONTALLY AT GATE MOTOR
LOCATION, BY ELECTRICAL
CONTRACTOR
1/2" Ø CONDUIT (TYP.) FROM 4 X
4 BOX TO GATE MOTOR
LOCATIONS. CONDUIT TO BE
INSTALLED INSIDE WALL WHEN
POSSIBLE, BY ELECTRICAL
CONTRACTOR
1" Ø CONDUIT, MOUNT HIGH AT
ROOF JOISTS, BY ELECTRICAL
CONTRACTOR. IF MORE THAN 6
MOTORIZED SHUTTERS ARE
REQUIRED, PROVIDE LARGER
CONUDIT.
MASTER KEY SWITCH SUPPLIED
AND INSTALLED BY ELECTRICAL
CONTRACTOR. SEE
SPECIFICATION
POWER FEED TO
RELAY PROVIDED BY
ELECTRIAL
CONTRACTOR
RELAY, PROVIDED
AND INSTALLED BY
QMI
ELECTRICAL
PANEL
CONTROL WIRE ABOVE CEILING
FROM RELAY TO KEY SWITCH BY
ELECTRICAL CONTRACTOR
(3) MOTORS PER
RELAY, PROVIDE
ADDITIONAL RELAYS
AS NEEDED
MASTER KEY SWITCH SPECIFICATION
HBF-1 KEYED CONTROL
TYPE: FLUSH MOUNT KEYSWITCH
OPERATION: TWO POSITION (OPEN-CLOSE)
BACK BOX: SINGLE GANG
FACEPLATE: STAINLESS STEEL
FACEPLATE SIZE: 2 3/4" X 4 1/2"
CYLINDER: MORTISE TYPE (5 PIN)
SIZE: 1 1/8" ⌀X 1" LENGTH
SWITCH: 15A @ 125/250 VAC
NEMA 1
CORE: BEST OR EQUIVALENT
FIRE TREATED PLYWOOD BACKER
FINISHED FLOOR
NOTES:
1. ALL CONNECTIONS IN THE "ONE BOX" ENCLOSURE BY SC
2. SEE LOW VOLTAGE DRAWINGS FOR ADDITIONAL INFORMATION
3. EC TO HARDWIRE OUTLET INSIDE OF THE "ONE BOX"
4. EC TO POWER DOOR BELL FROM THE "ONE BOX"
"ONE BOX" ENCLOSURE SUPPLIED
BY SC AND INSTALLED BY EC. TOP
OF BOX TO BE MOUNTED AT 72"
A.F.F.
(3) 2" CONDUIT BY EC FOR
- CABLE BETWEEN INTRUSION AND LIGHTING CONTROL
- ALARM CABLES
-ACCESS CONTROL CABLES
-DATA FEED
CEILING
BUSHING, TYP.
6'
-
0
"
APPROXIMATE LOCATION OF
UTILITY BOX WITH DUPLEX OUTLET
IN "ONE BOX" TO BE DIRECTLY
HARDWIRED BY EC
7"
3'
-
3
"
CL
CL
1/2" POWER CONDUIT FROM THE
"ONE BOX"
4" SQUARE JUNCTION BOX WITH
DOOR BELL TRANSFORMER
MOUNTED TO BOX
CONDUIT FOR LOW VOLTAGE
WIRING FROM THE DOOR
BELL
3/4" CONDUIT BY EC FOR CABLE TO FIRE ALARM RELAY (AS
REQUIRED)
Mechanical and Electrical Engineers
Lilker Associates
1001 Avenue of the Americas
New York, NY 10018
tel 212.695.1000
fax 212.695.1299
www.lilker.com
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2024 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
KS
FL
DE
CT
AZ
AL
C-1967WY
RA011075GA
AR10400066IN
C-29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
NV 5521
WA 10344
13167AK
SD 11532
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2023-0069
Proposed
Store Design
for: VERIZON
Metro Pointe
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/24
3/15/24
TELCO ELEVATIONS AND
DETAILS
E.2.3
DB
MH
57 OF 81
3/8" = 1'-0"2 TYPICAL EMS ELEVATION
Version: 020221
3/8" = 1'-0"3 TYPICAL BDA ELEVATION
Version: 020221
3/8" = 1'-0"4 TYPICAL TELCO RACK ELEVATION
Version: 020221
3/16" = 1'-0"5 SHUTTER WIRE REFERENCE DIAGRAM
Version: 033021
3/16" = 1'-0"6 SECURITY SHUTTER DIAGRAM (REFERENCE ONLY)
Version: 012621
N.T.S. 3/8" = 1'-0"7 TYPICAL SECURITY SHUTTER WIRING ELEVATION DIAGRAM
Version: 020221
1/8" = 1'-0"8 TYPICAL SECURITY SHUTTER WIRING PLAN DIAGRAM
Version: 020221
3/8" = 1'-0"1 TYPICAL ONE BOX ELEVATION
Version: 100521
NOT U
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3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
HVAC SPECIFICATIONS
FINAL TESTING AND ADJUSTMENTS
REFER TO THE 'GENERAL SPECIFICATIONS FOR AIR BALANCING AND TESTING' THIS SHEET.
ADJUST ALL EQUIPMENT, THERMOSTATS AND CONTROL DEVICES TO OPERATE AS INTENDED BY THE SPECIFICATION.
ALIGN AND/OR REPLACE BEARINGS THAT HAVE DIRT OR FOREIGN MATERIAL IN THEM WITH NEW BEARINGS WITHOUT
ADDITIONAL COST TO THE OWNER. ADJUST BURNERS, FANS, ETC. FOR PROPER AND EFFICIENT OPERATION. CERTIFY
TO ARCHITECT THAT ADJUSTMENTS HAVE BEEN MADE AND THAT SYSTEM IS OPERATING SATISFACTORILY. FURTHER
ADJUSTMENTS SHALL BE MADE TO OBTAIN UNIFORM TEMPERATURE IN SPACES. CALIBRATE, SET AND ADJUST
AUTOMATIC TEMPERATURE CONTROLS. CHECK PROPER SEQUENCING OF INTERLOCK SYSTEMS AND OPERATION OF
SAFETY CONTROLS.
NEW MERV-13 FILTERS SHALL BE INSTALLED PRIOR TO TEST AND BALANCE.
HVAC SYSTEM AND CONTROLS WILL BE COMMISSIONED PER THE REQUIREMENTS OF THE COMMISSIONING
SPECIFICATIONS IN THE LEED PROTOTYPE GREEN SPECIFICATIONS. GENERAL CONTRACTOR AND ALL SUB-
CONTRACTORS MUST CONFIRM THAT THEY WILL BE AVAILABLE FOR ON-SITE COMMISSIONING. IF ANY PARTY MISSES
THIS COMMISSIONING, THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS REQUIRED FOR AN ADDITIONAL
SITE VISIT BY VzW REP AND COMMISSIONING TESTER, INCLUDING TRAVEL EXPENSES.
COMMISSIONING
GENERAL CONTRACTOR TO COORDINATE WITH VERIZON WIRELESS FOR MEP COMMISSIONING AND FORWARD ALL
FUNCTIONALITY AND COMMISSIONING FORMS TO REQUIRED SUB-CONTRACTORS.COMMISSIONING WILL BE
COMPLETED ON ALL PROJECTS NOT JUST LEED PROJECTS.CONTRACTORS TO REFER TO VZW BID PACKAGE FOR
FORMS AND TESTING REQUIREMENTS.ALL CONTRACTORS TO REFER TO THE DOCUMENT TITLED COMMISSIONING
TESTING SCHEDULE WITHIN THE BID PACKAGE.THIS FILE WILL OUTLINE THE REQUIRED SCHEDULE AND THE
MATERIALS/EQUIPMENT THE SUB-CONTRACTOR WILL BE RESPONSIBLE TO BRING TO COMPLETE THE TESTING.VZW
WILL ESTABLISH A DATE FOR THIS TESTING.THE GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS MUST
CONFIRM THAT THEY WILL BE AVAILABLE ON SITE FOR THE COMMISSIONING. TEST AND BALANCE CONTRACTOR
SHALL BE ON SITE DURING COMMISSIONING WITH THE SAME EQUIPMENT USED FOR THE TEST AND BALANCE TO
VALIDATE AIRFLOWS.
15A.2 DUCT INSULATION, DUCTWORK, ACCESSORIES, AND FANS
DUCT INSULATION
COVER CONCEALED RIGID ROUND AND RECTANGULAR DUCTWORK WITH 2-1/4" THICK, 3/4-POUND DENSITY MINIMUM
R-6.0 DUCT WRAP, CERTAINTEED, OR EQUIVALENT OWENS-CORNING OR KNAUF WITH HEAVY DUTY FOIL-SCRIM-
KRAFT FACING AND WITH JOINTS TAPED WITH 3" WIDE FOIL TAPE AS FOLLOWS:
A. SUPPLY AND RETURN AIR DUCTWORK IN ENTIRETY.
B. EXHAUST AND RELIEF AIR DUCTWORK WITHIN 10 FEET OF EXTERIOR DISCHARGE.
PROVIDE 1/2-INCH THICK RIGID DUCT ACOUSTICAL LINER FOR SUPPLY AIR AND RETURN AIR DUCTS WHERE
INDICATED ON PLANS. (INCREASE DUCT SIZES SHOWN ON PLANS TO MAINTAIN INSIDE CLEAR DIMENSIONS)
INSULATING MATERIALS, ADHESIVES, COATINGS, ETC. SHALL NOT EXCEED FLAME SPREAD RATING OF 25 AND
SMOKE DEVELOPMENT RATING OF 50 PER ASTM E 84; ADHESIVES, COATINGS, ETC. SHALL COMPLY WITH "V.O.C."
LIMITS AS SPECIFIED IN THE LEED GREEN SPECIFICATIONS. CONTAINERS FOR MASTICS AND ADHESIVES SHALL
HAVE UL LABEL.
CONTRACTOR SHALL INSPECT THE INSULATION OF ALL EXISTING AND NEW SUPPLY AIR DUCTWORK CONNECTIONS
AND REPAIR AS REQUIRED.
DUCTWORK
DUCT CONSTRUCTION, BOTH METAL AND FLEXIBLE, SHALL BE PERFORMED IN ACCORDANCE WITH CURRENT
SMACNA HVAC DUCT CONSTRUCTION STANDARDS.
PROVIDE RECTANGULAR GALVANIZED STEEL DUCTWORK AND HOUSINGS TO SIZES AS SHOWN ON DRAWINGS.
CONSTRUCT DUCTWORK INCLUDING FITTINGS AND TRANSITIONS IN CONFORMANCE WITH CURRENT SMACNA
STANDARDS RELATIVE TO GAUGE, BRACING, JOINTS, ETC. MINIMUM THICKNESS OF DUCT SHALL BE 26-GAUGE SHEET
METAL. REINFORCE HOUSINGS AND DUCTWORK OVER 30" WITH 1-1/4" ANGLES NOT LESS THAN 5'-6" ON CENTERS,
AND CLOSER IF REQUIRED FOR SUFFICIENT RIGIDITY TO PREVENT VIBRATION.
PROVIDE ROUND AND FLAT-OVAL DUCT TO SIZES AS SHOWN ON DRAWINGS. APPROVED MANUFACTURERS OF
ROUND AND FLAT-OVAL SPIRAL LOCK-SEAM DUCTS ARE LINDAB INC, MCGILL AIRFLOW CORP, SEMCO INC, LAPINE
METAL PRODUCTS, OR APPROVED EQUAL. ROUND AND FLAT-OVAL SPIRAL LOCK-SEAM SUPPLY AND RETURN DUCTS
SHALL BE FABRICATED OF GALVANIZED STEEL ACCORDING TO SMACNA STANDARDS BASED ON PRESSURE CLASS.
MINIMUM THICKNESS OF DUCT SHALL BE 26 GAUGE SHEET METAL. ROUND AND FLAT-OVAL FITTINGS SHALL BE
FACTORY FABRICATED WELDED DESIGN. DUCTS UP TO 20 INCHES IN DIAMETER SHALL HAVE CENTER-BEADED SLIP
COUPLING, SEALED BEFORE AND AFTER FASTENING, ATTACHED WITH SHEET METAL SCREWS. DUCTS 21 TO 72
INCHES SHALL HAVE A THREE-PIECE GASKETED FLANGED JOINT CONSISTING OF TWO INTERNAL FLANGES WITH
SEALANT AND ONE EXTERNAL CLOSURE BAND WITH GASKET. PREFABRICATED CONNECTION SYSTEM CONSISTING
OF FLANGES AND GASKET ARE ACCEPTABLE, APPROVED MANUFACTURERS ARE DUCTMATE INDUSTRIES INC AND
LINDAB. ELBOWS, TEES, AND BENDS SHALL HAVE A RADIUS NOT LESS THAN 1-1/2 TIMES THE WIDTH OF THE
CENTERLINE. TRANSITIONS IN DUCT SIZE SHALL BE GRADUAL NOT EXCEEDING 15 DEGREES WHERE POSSIBLE.
ROUND ELBOWS UP TO 14 INCHES SHALL BE PLEATED AND GORED FOR 16 INCH AND ABOVE. ALL FLAT OVAL ELBOWS
SHALL BE GORED. 90 DEGREE TEES, LATERALS, AND CONICAL TEES SHALL BE FABRICATED TO SMACNA.
SUPPORT HORIZONTAL RUNS OF DUCT FROM STRAP IRON HANGERS ON CENTERS NOT TO EXCEED 8'-0". DO NOT
SUPPORT CEILING GRID, CONDUITS, PIPES, EQUIPMENT, ETC. FROM DUCTWORK. COORDINATE ROUTING OF
DUCTWORK WITH OTHER CONTRACTORS SUCH THAT PIPING, ELECTRICAL CONDUIT, AND ASSOCIATED SUPPORTS
ARE NOT ROUTED THROUGH THE DUCTWORK.
CONSTRUCT SUPPLY DUCTS TO MEET SMACNA POSITIVE PRESSURE OF 2" W.G. CONSTRUCT RETURN, OUTDOOR AND
EXHAUST DUCTWORK UPSTREAM OF FANS TO MEET SMACNA NEGATIVE PRESSURE OF 1"W.G. CONSTRUCT EXHAUST
DUCTWORK DOWNSTREAM OF FANS TO MEET SMACNA POSITIVE PRESSURE OF 1" W.G.
SEAL DUCTWORK WITH HEAVY LIQUID SEALANT -SEALANTS SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS:
MILL FINISH ALUMINUM SUBSTRATE WITH GRAY ADHESIVES, MINIMUM 30 MIL THICK, MINIMUM 17 LB/IN PEEL
STRENGTH, MAX SMOKE DEVELOPED OF 50 WHEN TESTED IN ACCORDANCE WITH ASTM G-53, VOC CONTENT OF 250
g/L OR LESS, PRESSURE CLASS UP TO 10" W.C. -HARDCAST IRONGRIP 601, DESIGN POLYMER DP 1010, UNITED
MCGlLL DUCT SEALER OR APPROVED EQUAL APPLIED ACCORDING TO SEALANT MANUFACTURER'S INSTRUCTIONS.
OUTDOOR DUCTWORK SHALL BE SEALED TO: SUPPLY -CLASS A; EXHAUST -CLASS C; RETURN -CLASS A. INDOOR
DUCTWORK SHALL BE SEALED TO: SUPPLY -CLASS C; EXHAUST -CLASS B; RETURN -CLASS C.
PROVIDE RADIUS ELBOWS, TURNS AND OFFSETS WITH A MINIMUM CENTERLINE RADIUS OF 1-1/2 TIMES THE DUCT
WIDTH. WHERE SPACE DOES NOT PERMIT FULL RADIUS ELBOWS PROVIDE SHORT RADIUS ELBOWS WITH A MINIMUM
OF TWO CONTINUOUS SPLITTER VANES. VANES SHALL BE THE ENTIRE LENGTH OF THE BEND. PROVIDE MITERED
ELBOWS WHERE SPACE DOES NOT PERMIT RADIUS ELBOWS WHERE SHOWN ON THE DRAWINGS OR AT THE OPTION
OF THE CONTRACTOR WITH THE ENGINEER'S APPROVAL. MITERED ELBOWS LESS THAN 45 DEGREES SHALL NOT
REQUIRE TURNING VANES. MITERED ELBOWS 45 DEGREES AND GREATER SHALL HAVE SINGLE THICKNESS TURNING
VANES OF SAME GAUGE AS DUCTWORK RIGIDLY FASTENED WITH GUIDE STRIPS IN DUCTWORK. VANES FOR MITERED
ELBOWS SHALL BE PROVIDED IN ALL SUPPLY AND EXHAUST DUCTWORK AND IN RETURN AND OUTSIDE AIR
DUCTWORK THAT HAS AN AIR VELOCITY EXCEEDING 1000 FPM.
DUCTS SHALL BE CONNECTED TO FANS, FAN CASINGS AND FAN PLENUMS BY MEANS OF FLEXIBLE CONNECTORS.
FLEXIBLE CONNECTORS SHALL BE NEOPRENE-COATED, GLASS CLOTH CANVAS CONNECTIONS, DURO-DYNE, ELGEN,
VENTFABRIC OR EQUAL. FLEX IBLE CONNECTORS SHALL HAVE A FLAME SPREAD OF 25 OR LESS AND SMOKE
DEVELOPED RATING NOT HIGHER THAN 50. MAKE AIRTIGHT JOINTS AND INSTALL WITH MINIMUM 1-1/2" SLACK.
PROVIDE BALANCING DAMPERS MANUFACTURED BY RUSKIN, GREENHECK, NAILOR INDUSTRIES, CESCO, LOUVERS &
DAMPERS, POTTORFF OR APPROVED EQUAL, WHERE SHOWN ON DRAWINGS AND WHEREVER NECESSARY FOR
COMPLETE ACCESS & CONTROL OF AIR FLOW. SPLITTER DAMPERS SHALL BE CONTROLLED BY LOCKING QUADRANTS;
PROVIDE YOUNG REGULATOR OR VENTLOK END BEARINGS FOR THE DAMPER ROD. RECTANGULAR VOLUME
DAMPERS SHALL BE OPPOSED BLADE INTERLOCKING TYPE. ROUND VOLUME DAMPERS SHALL BE BUTTERFLY TYPE
CONSISTING OF CIRCULAR BLADE MOUNTED TO A SHAFT.
DAMPER LEAKAGE FOR OUTSIDE AIR DAMPERS SHALL NOT EXCEED THE FOLLOWING AT 1" W.G. PRESSURE
DIFFERENTIAL ACROSS THE DAMPER:
• 4 CFM/SQ FT OF DAMPER AREA (CLIMATE ZONES 1,2,6,7,8 )
• 10 CFM/SQ FT OF DAMPER AREA (MOTORIZED) -(ALL OTHER CLIMATE ZONES)
• 20 CFM/SQ FT OF DAMPER AREA (NON-MOTORIZED) -(ALL OTHER CLIMATE ZONES)
• 40 CFM/SQ FT IF THE DAMPERS ARE < 24”IN EITHER DIMENSION -(ALL OTHER CLIMATE ZONES
REFERENCE MANUFACTURER AND MODEL NUMBER FOR OUTDOOR AIR DAMPERS IS RUSKIN MODEL CD-50. PROVIDE
FLEXMASTER MODEL 'STO' OR EQUAL. 45-DEGREE RECTANGULAR/ROUND SIDE TAKEOFF FITTING WITH MODEL 'SLBO'
DOUBLE BEARING DAMPER WITH INSULATION BUILD-OUT FOR ROUND DUCTWORK, BRANCH TAKEOFFS, AND
INDIVIDUAL AIR DEVICES.
WHERE ACCESS TO DAMPERS THROUGH A CEILING IS REQUIRED, PROVIDE A METROPOLITAN AIR TECHNOLOGY
MODEL RT-250 OR EQUAL BY YOUNG'S REGULATOR CONCEALED, CABLE-OPERATED VOLUME DAMPER WITH REMOTE
OPERATOR. DAMPER SHALL BE ADJUSTABLE THROUGH THE DIFFUSER FACE OR FRAME WITH STANDARD 1NUT-
DRIVER OR FLAT SCREWDRIVER. CABLE ASSEMBLY SHALL ATTACH TO DAMPER AS ONE PIECE WITH NO LINKAGE
ADJUSTMENT. POSITIVE, DIRECT, TWO-WAY DAMPER CONTROL SHALL BE PROVIDED WITH NO SLEEVES, SPRINGS OR
SCREW ADJUSTMENTS TO COME LOOSE AFTER INSTALLATION. SUPPORT CABLE ASSEMBLY TO AVOID BENDS AND
KINKS IN CABLE.
ROUND OR OVAL DUCTWORK SHALL BE SEMCO, UNITED, WESCO OR EQUAL, SHEETMETAL WITH SMOOTH INTERIOR
SURFACE WITH LOW PRESSURE (DUCT PRESSURE CLASS UP TO AND INCLUDING 2" W.G.) ROUND DUCTWORK GAUGES
PER THE FOLLOWING TABLE (REFERENCE SMACNA HVAC DUCT CONSTRUCTION STANDARDS FOR GAUGES WHEN
PRESSURES EXCEED 2" W.G.):
SIZE DUCT GAUGE FITTING GAUGE
14" & UNDER 26 24
15" THRU 26"24 22
28" THRU 36"22 20
LINDAB SPIROSAFE, LEWIS & LAMBERT OR APPROVED EQUAL FACTORY-MANUFACTURED ROUND DUCTWORK AND
FITTINGS MAY BE SUBSTITUTED FOR SPECIFIED ROUND BRANCH DUCTWORK AT CONTRACTOR'S OPTION. HEAVY
LIQUID JOINT SEALANT MAY BE OMITTED ON FACTORY-MANUFACTURED ROUND DUCTWORK.
SUBMIT THREE COPIES OF LITERATURE BOUND IN APPROVED BINDERS WITH INDEX AND TABS SEPARATING
EQUIPMENT TYPES TO THE OWNER AT THE TERMINATION OF THE WORK. PAPER CLIPS, STAPLES, RUBBER BANDS
AND MAILING ENVELOPES ARE NOT CONSIDERED APPROVED BINDERS. FINAL APPROVAL OF MECHANICAL SYSTEMS
INSTALLED UNDER THIS CONTRACT WILL BE WITHHELD UNTIL THIS EQUIPMENT BROCHURE IS RECEIVED AND DEEMED
COMPLETE BY THE ARCHITECT AND ENGINEER. INSTRUCT SUB-CONTRACTORS TO SAVE REQUIRED LITERATURE
SHIPPED WITH THE EQUIPMENT ITSELF FOR INCLUSION IN THIS BROCHURE.
PROVIDE "AS-BUILT" DRAWINGS WITHIN TWO (2) WEEKS OF PROJECT COMPLETION.
TRAINING
AT A TIME MUTUALLY AGREED UPON BETWEEN THE OWNER AND CONTRACTOR, PROVIDE THE SERVICES OF A
FACTORY TRAINED AND AUTHORIZED REPRESENTATIVE TO TRAIN OWNER'S DESIGNATED PERSONNEL ON THE
OPERATION AND MAINTENANCE OF THE EQUIPMENT PROVIDED FOR THIS PROJECT. PROVIDE TRAINING TO INCLUDE,
BUT NOT BE LIMITED TO, AN OVERVIEW OF THE SYSTEM AND/OR EQUIPMENT AS IT RELATES TO THE FACILITY AS A
WHOLE, OPERATION AND MAINTENANCE PROCEDURES AND SCHEDULES RELATED TO STARTUP AND SHUTDOWN,
TROUBLESHOOTING, SERVICING, PREVENTIVE MAINTENANCE AND APPROPRIATE OPERATOR INTERVENTION; AND
REVIEW OF DATA INCLUDED IN THE OPERATION AND MAINTENANCE MANUALS.
SUBMIT A CERTIFICATION LETTER TO THE ARCHITECT STATING THAT THE OWNER'S DESIGNATED REPRESENTATIVE
HAS BEEN TRAINED AS SPECIFIED HEREIN. LETTER SHALL INCLUDE DATE, TIME, ATTENDEES AND SUBJECT OF
TRAINING. THE CONTRACTOR AND THE OWNER'S REPRESENTATIVE SHALL SIGN THE CERTIFICATION LETTER
INDICATING AGREEMENT THAT THE TRAINING HAS BEEN PROVIDED.
SCHEDULE OWNER TRAINING WITHIN AT LEAST 7 DAYS ADVANCE NOTICE.
SPARE PARTS
THIS CONTRACTOR SHALL PROVIDE TO THE OWNER, WITH RECEIPT, THE FOLLOWING SPARE PARTS FOR THE
EQUIPMENT INSTALLED FOR THIS PROJECT:
A. ONE SET OF SPARE FILTERS OF EACH TYPE REQUIRED FOR EACH UNIT. IN ADDITION TO THE SPARE SET OF
FILTERS, INSTALL NEW FILTERS PRIOR TO TESTING, ADJUSTING AND BALANCING WORK AND BEFORE TURNING
SYSTEM OVER TO OWNER.
B. ONE COMPLETE SET OF BELTS FOR EACH FAN.
C. THREE OPERATING KEYS FOR EACH TYPE OF AIR OUTLET AND INLET THAT REQUIRE THEM.
WARRANTIES
WARRANT EACH SYSTEM AND EACH ELEMENT THEREOF AGAINST ALL DEFECTS DUE TO FAULTY WORKMANSHIP,
DESIGN OR MATERIAL FOR A PERIOD OF 12 MONTHS FROM DATE OF SUBSTANTIAL COMPLETION UNLESS SPECIFIC
ITEMS ARE NOTED TO CARRY A LONGER WARRANTY IN THE CONSTRUCTION DOCUMENTS OR MANUFACTURER'S
STANDARD WARRANTY EXCEEDS 12 MONTHS. REMEDY ALL DEFECTS OCCURRING WITHIN THE WARRANTY PERIOD(S)
AS STATED IN THE GENERAL CONDITIONS AND DIVISION 1.
WARRANTIES SHALL INCLUDE LABOR AND MATERIAL. MAKE REPAIRS OR REPLACEMENTS WITHOUT ANY ADDITIONAL
COSTS TO THE OWNER.
AT THE TIME OF SUBSTANTIAL COMPLETION, DELIVER TO THE OWNER ALL WARRANTIES, IN WRITING AND PROPERLY
EXECUTED, INCLUDING TERM LIMITS FOR WARRANTIES EXTENDING BEYOND THE ONE YEAR PERIOD, EACH
WARRANTY INSTRUMENT BEING ADDRESSED TO THE OWNER AND STATING THE COMMENCEMENT DATE AND TERM.
CUTTING AND PATCHING
PERFORM CUTTING OF WALLS, FLOORS, CEILINGS, ETC. AS REQUIRED TO INSTALL WORK UNDER THIS SECTION.
OBTAIN PERMISSION FROM THE ARCHITECT PRIOR TO CUTTING. DO NOT CUT OR DISTURB STRUCTURAL MEMBERS
WITHOUT PRIOR APPROVAL FROM THE ARCHITECT. CUT HOLES AS SMALL AS POSSIBLE. GENERAL CONTRACTOR
SHALL PATCH WALLS, FLOORS, ETC. AS REQUIRED BY WORK UNDER THIS SECTION. PATCHING SHALL MATCH THE
ORIGINAL MATERIAL AND CONSTRUCTION. REPAIR AND REFINISH AREAS DISTURBED BY WORK TO THE CONDITION OF
ADJOINING SURFACES IN A MANNER SATISFACTORY TO THE ARCHITECT.
ROUGH-IN
COORDINATE WITHOUT DELAY ROUGHING-IN WITH GENERAL CONSTRUCTION. CONCEAL PIPING AND CONDUIT ROUGH-
IN EXCEPT IN UNFINISHED AREAS AND WHERE OTHERWISE SHOWN.
STRUCTURAL STEEL
STRUCTURAL STEEL USED FOR SUPPORT OF EQUIPMENT, DUCTWORK AND PIPING SHALL BE NEW, CLEAN AND
CONFORM TO ASTM DESIGNATION A-36.
SUPPORT MECHANICAL COMPONENTS FROM THE BUILDING STRUCTURE. DO NOT SUPPORT MECHANICAL
COMPONENTS FROM CEILINGS, OTHER MECHANICAL OR ELECTRICAL COMPONENTS, NOR OTHER NON-STRUCTURAL
ELEMENTS.
ACCESS DOORS
PROVIDE ACCESS DOORS IN CEILINGS, WALLS, ETC. WHERE INDICATED OR REQUIRED FOR ACCESS OR MAINTENANCE
TO CONCEALED VALVES AND EQUIPMENT INSTALLED UNDER THIS SECTION. PROVIDE CONCEALED HINGES,
SCREWDRIVER-TYPE LOCK, ANCHOR STRAPS; MANUFACTURED BY MILCOR, ZURN, TITUS OR EQUAL. OBTAIN
ARCHITECT'S APPROVAL OF TYPE, SIZE, LOCATION AND COLOR BEFORE ORDERING.
PENETRATIONS
SEAL ELEVATED FLOOR, EXTERIOR WALL AND ROOF PENETRATIONS WATERTIGHT AND WEATHERTIGHT WITH NON-
SHRINK, NON-HARDENING COMMERCIAL SEALANT. PACK WITH MINERAL WOOL AND SEAL BOTH ENDS WITH MINIMUM
OF 1/2" OF SEALANT. SEAL AROUND PENETRATIONS OF FIRE-RATED ASSEMBLIES. COORDINATE FIRE RATINGS AND
LOCATIONS WITH THE ARCHITECTURAL DRAWINGS. REFER TO ARCHITECTURAL SPECIFICATIONS FOR FIRE STOPPING.
PROVIDE A PRODUCT SCHEDULE FOR UL LISTING, LOCATION, WALL OR FLOOR RATING AND INSTALLATION DRAWING
FOR EACH PENETRATION FIRE STOP SYSTEM.
PROVIDE PRE-FABRICATED ROOF CURBS MANUFACTURED BY CUSTOM CURB, INC., PATE COMPANY, THYCURB OR
APPROVED EQUAL. PROVIDE ROOF CURB WITH FACTORY INSTALLED WOOD NAILER; WELDED 18-GAUGE GALVANIZED
STEEL SHELL, BASE PLATE AND FLASHING; 1/2" THICK, 3-POUND RIGID INSULATION; FULLY MITERED 3-INCH RAISED
CANT; COVER OF WEATHER RESISTANT, WEATHER-PROOF MATERIAL AND PIPE COLLAR OF WEATHER-RESISTANT
MATERIAL WITH STAINLESS STEEL PIPE CLAMPS.
AIR FILTERS
IF HVAC EQUIPMENT IS USED DURING THE CONSTRUCTION PERIOD, THIS CONTRACTOR SHALL PROVIDE MINIMUM
MERV-8 FILTERS OR FILTRATION MEDIA OVER ANY RETURN AIR GRILLES AND OPEN RETURN AIR DUCT WORK FOR
THE DURATION OF THE CONSTRUCTION PERIOD. CONTRACTOR SHALL PROVIDE ONE SET OF FILTERS WHEN THE UNIT
IS STARTED AND REPLACE FILTERS AS NEEDED, BUT NOT LESS THAN EVERY FOUR WEEKS.
ON THE DAY OF SUBSTANTIAL COMPLETION, THE CONTRACTOR SHALL CLEAN THE UNIT AND PROVIDE A NEW SET OF
FILTERS IN THE UNIT.
PROVIDE MINIMUM MERV-13 FILTERS MANUFACTURED BY FARR, AMERICAN AIR FILTER, FLANDERS, OR APPROVED
EQUAL, UNLESS OTHERWISE NOTED. AIR UNITS SHALL HAVE NEW FILTERS INSTALLED WHEN THEY ARE OPERATED
BEFORE FINAL ACCEPTANCE.
MOTORS AND STARTERS
PROVIDE MOTORS AND STARTING EQUIPMENT WHERE NOT FURNISHED WITH THE EQUIPMENT PACKAGE. MOTORS
SHALL HAVE COPPER WINDINGS, CLASS B INSULATION, AND STANDARD SQUIRREL CAGE WITH STARTING TORQUE
CHARACTERISTICS SUITABLE FOR THE EQUIPMENT SERVED. MOTORS FOR AIR HANDLING EQUIPMENT SHALL BE
SELECTED FOR QUIET OPERATION. EACH MOTOR SHALL BE CHECKED FOR PROPER ROTATION AFTER ELECTRICAL
CONNECTION HAS BEEN COMPLETED. PROVIDE DRIP-PROOF ENCLOSURE FOR LOCATIONS PROTECTED FROM
WEATHER AND NOT IN AIR STREAM OF FAN; AND TOTALLY ENCLOSED FAN-COOLED ENCLOSURE FOR MOTORS
EXPOSED TO WEATHER. MOTORS SHALL BE MANUFACTURED BY CENTURY, GENERAL ELECTRIC, WESTINGHOUSE,
LOUIS-ALLIS OR APPROVED EQUAL.
PROVIDE EVERY MOTOR, EXCEPT FRACTIONAL HORSEPOWER SINGLE PHASE MOTORS WITH AN APPROVED TYPE OF
BUILT-IN THERMAL OVERLOAD PROTECTION, WITH A MOTOR STARTER. EACH STARTER SHALL BE PROVIDED WITH
OVERLOAD HEATERS SIZED TO THE MOTOR RATING, AND EVERY THREE-PHASE MOTOR STARTER SHALL HAVE
OVERLOAD HEATERS IN EACH PHASE. AMBIENT COMPENSATED HEATERS SHALL BE INSTALLED WHEREVER
NECESSARY, UNLESS NOTED OTHERWISE. MOTOR STARTERS SHALL BE FURNISHED BY THE DIVISION 15
CONTRACTOR. FOR INSTALLATION AND CONNECTION BY THE DIVISION 16 CONTRACTOR, STARTERS SHALL BE ALLEN-
BRADLEY, CLARK, FURNAS, SQUARE D, OR APPROVED EQUAL.
ELECTRICAL WIRING
LINE VOLTAGE WIRING, CONTROLS AND INTERLOCK WIRING FOR MECHANICAL SYSTEMS SHALL BE PROVIDED BY
DIVISION 16 CONTRACTOR. LOW VOLTAGE CONTROL WIRING SHALL BE PROVIDED BY THE DIVISION 15 CONTRACTOR.
FURNISH WIRING DIAGRAMS TO THE DIVISION 16 CONTRACTOR AS REQUIRED FOR PROPER EQUIPMENT HOOKUP.
COORDINATE WITH THE DIVISION 16 CONTRACTOR THE ACTUAL WIRE SIZING AMPS FOR MECHANICAL EQUIPMENT
(FROM THE EQUIPMENT NAMEPLATE) TO ENSURE PROPER INSTALLATION.
ALL LOW VOLTAGE CONTROL WIRING (24 -VOLT) SHALL BE IN CONDUIT AND IN ACCORDANCE WITH THE NATIONAL
ELECTRICAL CODE AND ALL STATE AND LOCAL CODES AND ORDINANCES AND SHALL BE DONE BY THIS HVAC
CONTRACTOR.
REFRIGERANT AND OIL
PROVIDE FULL REFRIGERANT AND OIL CHARGE IN NEW AIR CONDITIONING REFRIGERATION SYSTEMS, AND MAINTAIN
IT FOR FULL TERM OF THE GUARANTEE.
ALL NEW MECHANICAL EQUIPMENT SHALL UTILIZE R-410A.
EQUIPMENT FURNISHED BY OTHERS
PROVIDE NECESSARY EQUIPMENT AND ACCESSORIES THAT ARE NOT PROVIDED BY THE EQUIPMENT SUPPLIER OR
OWNER TO COMPLETE INSTALLATION OF EQUIPMENT FURNISHED BY OTHERS IN LOCATIONS AS INDICATED ON THE
DRAWINGS AND/OR DESCRIBED IN THE GENERAL NOTES TO THIS CONTRACTOR. EQUIPMENT AND ACCESSORIES NOT
PROVIDED BY THE EQUIPMENT SUPPLIER MAY INCLUDE CONDENSATE DRAINS, FLUES, VENTS, INTAKES, ASSOCIATED
ROOF JACKS AND CAPS TO EXTERIOR, DAMPERS, INLINE FANS, ROOF FANS, CONTROL INTERLOCKS, ETC. AS
REQUIRED FOR PROPER OPERATION OF THE COMPLETE SYSTEM IN ACCORDANCE WITH THE MANUFACTURER'S
INSTRUCTIONS.
CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE INSPECTION OF ALL EXISTING EQUIPMENT PROVIDED BY THE
LANDLORD. UPON COMPLETION OF INSPECTION, CONTRACTOR SHALL NOTIFY VERIZON WIRELESS REPRESENTATIVE
OF ANY REQUIRED OR RECOMMENDED REPAIRS TO, AND/OR REPLACEMENT OF, EXISTING SYSTEMS THAT HAVE NOT
BEEN SPECIFICALLY NOTED IN THE CONSTRUCTION DOCUMENTS.
CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECT ROUGH-IN DIMENSIONS AND SHALL VERIFY SAME WITH
ARCHITECT AND/OR EQUIPMENT SUPPLIER PRIOR TO SERVICE INSTALLATIONS.
15A.1 GENERAL INSTRUCTIONS
GENERAL REQUIREMENTS
REQUIREMENTS UNDER DIVISION ONE AND THE GENERAL AND SUPPLEMENTARY CONDITIONS OF THESE
SPECIFICATIONS SHALL BE A PART OF THIS SECTION. CONTRACTOR SHALL BECOME THOROUGHLY ACQUAINTED
WITH ITS CONTENTS AS TO REQUIREMENTS THAT AFFECT THIS DIVISION OR SECTION. THE WORK REQUIRED UNDER
THIS SECTION INCLUDES MATERIAL, EQUIPMENT, APPLIANCES, TRANSPORTATION, SERVICES AND LABOR REQUIRED
TO COMPLETE THE ENTIRE SYSTEM AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS.
THE SPECIFICATIONS AND DRAWINGS FOR THE PROJECT ARE COMPLEMENTARY, AND THE PORTIONS OF THE WORK
DESCRIBED IN ONE SHALL BE PROVIDED AS IF DESIRED IN BOTH. IN THE EVENT OF DISCREPANCIES, NOTIFY THE
ENGINEER AND REQUEST CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK.
VISIT TO SITE
PRIOR TO SUBMITTING A PROPOSAL, THE CONTRACTOR SHALL VISIT AND EXAMINE THE PREMISES OF THE
PROPOSED WORK & FAMILIARIZE HIMSELF WITH PROJECT CONDITIONS (I.E.; ANY STRUCTURAL, ARCHITECTURAL OR
ELECTRICAL OBSTRUCTIONS. NO CLAIMS FOR "EXTRA" COMPENSATION DUE TO UNFAMILIARITY WITH EXISTING
CONDITIONS AND/OR DESIGN DRAWINGS OR SPECIFICATIONS WILL BE CONSIDERED.
MATERIALS AND WORKMANSHIP
PROVIDE NEW MATERIAL, EQUIPMENT, AND APPARATUS UNDER THIS CONTRACT, UNLESS NOTED OTHERWISE, OF
BEST QUALITY NORMALLY USED IN GOOD COMMERCIAL PRACTICE, AND FREE FROM DEFECTS. MODEL NUMBERS
SHOWN IN THE DOCUMENTS ARE NOT NECESSARILY INTENDED TO DESIGNATE ALL REQUIRED ACCESSORIES AND
TRIM; WRITTEN DESCRIPTIONS GOVERN MODEL NUMBER VARIATIONS.
PIPE, PIPE FITTINGS, PIPE SPECIALTIES, AND VALVES SHALL BE MANUFACTURED IN PLANTS LOCATED IN THE UNITES
STATES.
WORK PERFORMED UNDER THIS CONTRACT SHALL PROVIDE A NEAT AND "WORKMANLIKE" APPEARANCE WHEN
COMPLETED, TO THE SATISFACTIONS OF THE ARCHITECT AND ENGINEER. WORKMANSHIP SHALL BE THE FINEST
POSSIBLE BY EXPERIENCED MECHANICS. INSTALLATIONS SHALL COMPLY WITH ALL APPLICABLE CODES AND LAWS.
THE COMPLETE INSTALLATION SHALL FUNCTION AS DESIGNED AND INTENDED WITH RESPECT TO EFFICIENCY,
CAPACITY, NOISE LEVEL, ETC. ABNORMAL NOISE CAUSED BY RATTLING EQUIPMENT, PIPING, DUCTS, AIR DEVICES,
AND SQUEAKS IN ROTATING COMPONENTS WILL NOT BE ACCEPTABLE. IN GENERAL, MATERIALS AND EQUIPMENT
SHALL BE OF COMMERCIAL SPECIFICATION GRADE IN QUALITY. LIGHT DUTY AND RESIDENTIAL TYPE EQUIPMENT
WILL NOT BE ACCEPTED.
REMOVE FROM THE PREMISES ALL WASTE MATERIAL PRESENT AS A RESULT OF WORK, INCLUDING CARTONS,
CRATING, PAPER, STICKERS, AND/OR EXCAVATION MATERIAL NOT USED IN BACKFILLING, ETC., FOLLOWING ALL
CONSTRUCTION WASTE MANAGEMENT GUIDELINES. CLEAN EQUIPMENT INSTALLED UNDER THIS CONTRACT TO
PRESENT A NEAT AND CLEAN INSTALLATION AT THE TERMINATION OF THE WORK.
REPAIR OR REPLACE PUBLIC AND PRIVATE PROPERTY DAMAGED AS A RESULT OF WORK PERFORMED UNDER THIS
CONTRACT TO THE SATISFACTION OF AUTHORITIES AND REGULATIONS HAVING JURISDICTION.
COORDINATION
COORDINATE WORK WITH THAT OF OTHER TRADES SO THAT THE VARIOUS COMPONENTS OF THE SYSTEMS WILL BE
INSTALLED AT THE PROPER TIME, WILL FIT THE AVAILABLE SPACE, AND WILL ALLOW PROPER SERVICE ACCESS TO
THOSE ITEMS REQUIRING MAINTENANCE. COMPONENTS WHICH ARE INSTALLED WITHOUT REGARD TO THE
AFOREMENTIONED SHALL BE RELOCATED AT NO ADDITIONAL COST TO THE OWNER.
UNLESS OTHERWISE INDICATED, THE GENERAL CONTRACTOR WILL PROVIDE CHASES AND OPENINGS IN BUILDING
CONSTRUCTION REQUIRED FOR INSTALLATION OF THE SYSTEMS SPECIFIED HEREIN. CONTRACTOR SHALL FURNISH
THE GENERAL CONTRACTOR WITH INFORMATION WHERE CHASES AND OPENING ARE REQUIRED.
THE WORK SHALL BE LAID OUT FROM DIMENSIONS SHOWN ON THE DRAWINGS ONLY. DO NOT SCALE DRAWINGS.
CONTRACTOR SHALL WORK FROM MOST RECENT DRAWINGS SUPPLIED BY OWNER OR ARCHITECT. WORK SHALL BE
PERFORMED ONLY AFTER WRITTEN DIRECTION BY OWNER OR ARCHITECT.
MECHANICAL PLANS ARE PARTIALLY DIAGRAMMATIC, NOT SHOWING EVERY ITEM IN EXACT LOCATION OR DETAIL.
MEASUREMENTS AND LOCATIONS MUST BE COORDINATED WITH ARCHITECTURAL, STRUCTURAL, ELECTRICAL AND
OTHER BUILDING DRAWINGS.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO BEGINNING WORK AS VARIATIONS MAY OCCUR.
CONTRACTOR WILL BE HELD RESPONSIBLE FOR ERRORS THAT COULD HAVE BEEN AVOIDED BY PROPER INSPECTION
AND VERIFICATION.
CODES AND PERMITS
WORK PERFORMED UNDER THIS CONTRACT SHALL, AT A MINIMUM, BE IN FULL ACCORDANCE WITH ALL APPLICABLE
CODES, RULES AND REGULATIONS OF NATIONAL, STATE, COUNTY & MUNICIPAL AUTHORITIES HAVING JURISDICTION
OVER THE PREMISES. EQUIPMENT FURNISHED AND ASSOCIATED INSTALLATION WORK PERFORMED UNDER THIS
CONTRACT SHALL BE IN STRICT COMPLIANCE WITH CURRENT APPLICABLE CODES ADOPTED BY THE LOCAL
GOVERNING AUTHORITY INCLUDING ANY AMENDMENTS AND STANDARDS AS SET FORTH BY THE NATIONAL FIRE
PROTECTION ASSOCIATION (NFPA), UNDERWRITERS LABORATORIES (UL), OCCUPATIONAL SAFETY AND HEALTH
ADMINISTRATION (OSHA), AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME), AMERICAN SOCIETY OF HEATING,
REFRIGERATION, AND AIR CONDITIONING ENGINEERS (ASHRAE), AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI),
AMERICAN SOCIETY OF TESTING MATERIALS (ASTM), AND OTHER NATIONAL STANDARDS AND CODES WHERE
APPLICABLE. WHERE THE CONTRACT DOCUMENTS EXCEED THE REQUIREMENTS OF THE REFERENCED CODES,
STANDARDS, ETC., THE CONTRACT DOCUMENTS SHALL TAKE PRECEDENT.
THIS CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, LICENSES AND CERTIFICATES OF INSPECTION
INCIDENTAL TO HIS WORK REQUIRED BY THE FOREGOING AUTHORITIES. ALL SUCH CERTIFICATES SHALL BE
DELIVERED TO THE ARCHITECT IN DUPLICATE.
PROTECTION OF EQUIPMENT AND MATERIALS
CONTRACTOR SHALL DEVELOP AND IMPLEMENT AN INDOOR AIR QUALITY MANAGEMENT PLAN THAT MEETS OR
EXCEEDS THE MINIMUM REQUIREMENTS OF 'SMACNA' IAQ GUIDELINES FOR OCCUPIED BUILDINGS UNDER
CONSTRUCTION, SECOND EDITION 2007, ANSI/SMACNA 008-2008 CHAPTER 3. CONTRACTOR SHALL MEET
REQUIREMENTS FOR CONSTRUCTION INDOOR AIR QUALITY MANAGEMENT PROVIDED IN THE LEED PROTOTYPE
GREEN SPECIFICATIONS.
STORE AND PROTECT FROM DAMAGE EQUIPMENT AND MATERIALS DELIVERED TO JOB SITE. COVER WITH
WATERPROOF, TEAR-RESISTANT HEAVY TARP OR POLYETHYLENE PLASTIC AS REQUIRED TO PROTECT FROM
PLASTER, DIRT, PAINT, WATER OR PHYSICAL DAMAGE. EQUIPMENT AND MATERIAL THAT HAS BEEN DAMAGED BY
CONSTRUCTION ACTIVITIES WILL BE REJECTED AND CONTRACTOR IS OBLIGATED TO FURNISH NEW EQUIPMENT AND
MATERIAL OF A LIKE KIND.
KEEP PREMISES BROOM CLEAN FROM FOREIGN MATERIAL CREATED DURING WORK PERFORMED UNDER THIS
CONTRACT. PIPING, EQUIPMENT, ETC. SHALL HAVE A NEAT AND CLEAN APPEARANCE AT THE TERMINATION OF THE
WORK.
PLUG, CAP OR COMPLETELY COVER ALL OPEN ENDS OF DUCTWORK AND PIPING SYSTEMS WHILE STORED AND/OR
INSTALLED DURING CONSTRUCTION WHEN NOT IN USE TO PREVENT THE ENTRANCE OF DEBRIS INTO THE SYSTEMS.
CONTRACTOR SHALL PROVIDE A MINIMUM OF 40 PHOTOGRAPHS (10 EACH WEEK OF DIFFERENT ITEMS AND/OR
VIEWS) OF CONSTRUCTION IAQ MANAGEMENT MEASURES SUCH AS PROTECTION OF DUCTS AND ON-SITE STORED
OR INSTALLED ABSORPTIVE MATERIALS. SEE CONSTRUCTION "IAQ" MANAGEMENT SPECIFICATIONS PROVIDED ON
THE LEED PROTOTYPE GREEN SPECIFICATIONS FOR MORE INFORMATION.
SUBSTITUTIONS
ITEMS SPECIFIED BY MANUFACTURER'S NAME AND/OR MODEL NUMBER INDICATES THE MINIMUM QUALITY, SIZE AND
CAPACITY REQUIRED. OTHER MANUFACTURER'S PRODUCTS OF EQUAL SPECIFICATIONS WILL BE CONSIDERED BUT
ONLY IF NOTED AT THE TIME OF BIDDING AND WITH THE WRITTEN APPROVAL OF THE ARCHITECT PRIOR TO
PURCHASING THE EQUIPMENT.
THE BASE BID SHALL INCLUDE ONLY THE PRODUCTS FROM MANUFACTURERS SPECIFICALLY NAMED IN THE
DRAWINGS AND SPECIFICATIONS. NO SUBSTITUTION WILL BE CONSIDERED PRIOR TO RECEIPT OF BIDS UNLESS
WRITTEN REQUEST FOR APPROVAL TO BID HAS BEEN RECEIVED BY THE ARCHITECT OR ENGINEER AT LEAST TEN
(10) CALENDAR DAYS PRIOR TO THE DATE FOR RECEIPT OF BIDS. EACH SUCH REQUEST SHALL INCLUDE THE NAME
OF THE MATERIAL OR EQUIPMENT FOR WHICH IT IS TO BE SUBSTITUTED AND A COMPLETE DESCRIPTION OF THE
PROPOSED SUBSTITUTE INCLUDING DRAWINGS, CUT SHEETS, PERFORMANCE AND TEST DATA, AND OTHER
INFORMATION NECESSARY FOR AN EVALUATION. A STATEMENT SETTING FORTH CHANGES IN OTHER MATERIALS,
EQUIPMENT OR OTHER WORK THAT INCORPORATION OF THE SUBSTITUTE WOULD REQUIRE SHALL BE INCLUDED.
THE BURDEN OF PROOF OF THE MERIT OF THE PROPOSED SUBSTITUTE IS UPON THE PROPOSER. THE ARCHITECT'S
OR ENGINEER'S DECISION OF APPROVAL OR DISAPPROVAL TO BID OF A PROPOSED SUBSTITUTE ON SHALL BE FINAL.
THE TERMS "APPROVED", "APPROVED EQUAL", AND "EQUAL" REFER TO APPROVAL BY THE ARCHITECT OR ENGINEER
AS AN ACCEPTABLE ALTERNATE BID. NO SUBSTITUTIONS WILL BE CONSIDERED THAT ARE NOT BID AS AN
ALTERNATE. NO MATERIAL SUBSTITUTIONS SHALL BE CONSIDERED FOR APPROVAL PRIOR TO AWARD OF
CONTRACT.
COORDINATE AND VERIFY WITH OTHER TRADES WHETHER OR NOT THE SUBSTITUTED EQUIPMENT CAN BE
INSTALLED AS SHOWN ON THE CONSTRUCTION DRAWINGS WITHOUT MODIFICATION TO ASSOCIATED SYSTEMS OR
ARCHITECTURAL OR ENGINEERING DESIGN. INCLUDE ADDITIONAL COSTS FOR ARCHITECTURAL AND ENGINEERING
DESIGN FEES IN BID IF DRAWING MODIFICATIONS ARE REQUIRED BECAUSE OF SUBSTITUTED EQUIPMENT.
SUBSTITUTIONS FOR ANY REFRIGERANTS OR EQUIPMENT SHALL BE SUBMITTED AND APPROVED BY ARCHITECT
FOR LEED REQUIREMENTS. SEE REQUIREMENTS FOR SUBSTITUTIONS ON THE LEED PROTOTYPE GREEN
SPECIFICATIONS.
ELECTRONIC DRAWING FILES
IN PREPARATION OF SHOP DRAWINGS OR RECORD DRAWINGS, CONTRACTOR MAY, AT HIS OPTION, OBTAIN
ELECTRONIC DRAWINGS FILES IN AUTOCAD OR DXF FORMAT AS DESIRED FROM THE ARCHITECT OR ENGINEER.
OPERATION AND MAINTENANCE INSTRUCTIONS
DURING THE COURSE OF CONSTRUCTION, COLLECT AND COMPILE A COMPLETE BROCHURE OF EQUIPMENT
FURNISHED AND INSTALLED ON THIS PROJECT. INCLUDE OPERATIONAL AND MAINTENANCE INSTRUCTIONS,
MANUFACTURER'S CATALOG SHEETS, WIRING DIAGRAMS, PARTS LISTS, APPROVED SHOP DRAWINGS AND
DESCRIPTIVE LITERATURE AS FURNISHED BY THE EQUIPMENT MANUFACTURER. INCLUDE AN INSIDE COVER SHEET
THAT LISTS THE PROJECT NAME, DATE, OWNER, ARCHITECT, CONSULTING ENGINEER, GENERAL CONTRACTOR, SUB-
CONTRACTORS AND AN INDEX OF CONTENTS.
LOW-PRESSURE (DUCT PRESSURE CLASS UP TO AND INCLUDING 2" W.G.) FITTINGS 24" IN DIAMETER AND LESS SHALL
BE PREFABRICATED, SPOTWELDED AND INTERNALLY SEALED. CONTINUOUSLY WELD FITTINGS LARGER THAN 24" IN
DIAMETER. FITTING GAUGE SHALL BE 22-GAUGE FOR 36" FITTINGS AND UNDER 20-GAUGE FOR LARGER SIZES. 90-
DEGREE TEE'S SHALL BE CONICAL-TYPE. SEAL LONGITUDINAL AND TRANSVERSE DUCTWORK JOINTS AlR-TIGHT WITH
HEAVY LIQUID SEALANT APPLIED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. PROVIDE GAUGE THICKNESS IN
MEDIUM PRESSURE (DUCT PRESSURE CLASS 3" TO 6" W.G.) DUCTWORK AS RECOMMENDED BY SMACNA.
FLEXIBLE DUCT
ANY FLEX DUCT CONNECTIONS MADE FROM BRANCH DUCTS TO DIFFUSERS SHALL BE MADE WITH FLEXIBLE AIR DUCT
SIMILAR TO "CERTAFLEX" OR "GENFLEX". LOW PRESSURE (DUCT PRESSURE CLASS UP TO AND INCLUDING 2" W.G.) AND
MEDIUM PRESSURE (DUCT PRESSURE CLASS 2" TO 6" W.G.) FLEXIBLE DUCT SHALL BE FLEXMASTER TYPE 8B,
THERMAFLEX TYPE G-KM, M-KE OR EQUAL (FIRE-RETARDANT POLYETHYLE PROTECTIVE VAPOR BARRIER, U.L.181
CLASS 1, ACOUSTICALLY INSULATED DUCT, R-6.0 FIBERGLASS INSULATION). PROVIDE 'CPE' LINER WITH STEEL WIRE
HELIX MECHANICALLY LOCKED OR PERMANENTLY BONDED TO THE LINER.
FLEXIBLE DUCT RUNS SHALL NOT EXCEED 5-FEET IN LENGTH AND SHALL BE INSTALLED FULLY EXTENDED AND
STRAIGHT AS POSSIBLE AVOIDING TIGHT TURNS. INSTALL FLEXIBLE DUCT IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS. NO MORE THAN ONE (1) 90-DEGREE BEND SHALL BE CREATED. SUPPORT FLEXIBLE DUCT AT MAXIMUM
5-FEET ON CENTER AND WITHIN 6-INCHES OF BENDS. BENDS SHALL NOT EXCEED A CENTERLINE RADIUS OF ONE DUCT
DIAMETER. DUCT SAG SHALL NOT EXCEED 1/2-INCH. SUPPORTING MATERIAL IN DIRECT CONTACT WITH THE DUCT
SHALL NOT BE LESS THAN 1-1/2-INCHES IN WIDTH.
CONNECT FLEXIBLE DUCT TO RIGID METAL DUCT OR AIR DEVICES AS RECOMMENDED BY THE MANUFACTURER. AT A
MINIMUM, INSTALL TWO WRAPS OF DUCT TAPE AROUND THE INNER CORE CONNECTION AND A METALLIC OR NON-
METALLIC CLAMP OVER THE TAPE AND TWO WRAPS OF DUCT TAPE OR A CLAMP OVER THE OUTER JACKET. DUCT
CLAMPS SHALL BE LABELED IN ACCORDANCE WITH U.L.181B AND MARKED 181B-C. DUCT TAPE SHALL BE LABELED IN
ACCORDANCE WITH U.L.181B AND MARKED 181B-FX.
AIR TERMINALS
PROVIDE AIR DEVICES AS SCHEDULED ON DRAWINGS, MANUFACTURED BY TITUS. SELECT AIR DEVICES TO LIMIT ROOM
NOISE LEVEL TO HIGHER THAN NC-30 UNLESS OTHERWISE SHOWN. PROVIDE DEVICES WITH A SOFT PLASTIC GASKET
TO MAKE AN AIR-TIGHT SEAL AGAINST THE MOUNTING SURFACE. COORDINATE FINAL LOCATION, FRAME, AND
MOUNTING TYPE OF AIR DEVICES WITH ARCHITECTURAL REFLECTED CEILING PLANS.
PROVIDE CEILING SUPPLY AIR DIFFUSERS AND RETURN AIR GRILLES OF LAY-IN OR SURFACE-MOUNTED TYPE AS
REQUIRED TO BE COMPATIBLE WITH CEILING CONSTRUCTION. PROVIDE CEILING DIFFUSERS AND GRILLES WITH WHITE
ENAMEL FINISH UNLESS NOTED 0THERWISE.
LOUVERS, PLENUMS AND SCREENS
PROVIDE INTAKE AND EXHAUST AIR LOUVERS BY RUSKIN MODEL ELF375X OR EQUAL AMERICAN WARMING &
VENTILATING, CESCO, GREENHECK, INDUSTRIAL LOUVERS OR LOUVERS & DAMPERS AS SCHEDULED ON THE
DRAWINGS. COORDINATE EXACT SIZE AND LOCATION WITH ARCHITECTURAL DRAWINGS. LOUVERS SHALL BE
STATIONARY, WITH MILL FINISH. LOUVERS SHALL HAVE EXTRUDED ALUMINUM BLADES, 0.080 INCH WALL THICKNESS, 45
DEGREE BLADE ANGLE, BLADES ON 5 INCH CENTERS; FRAME SHALL BE EXTRUDED ALUMINUM, 0.080 INCH WALL
THICKNESS; WITH EXPANDED FLATTENED ALUMINUM BIRDSCREEN. PROVIDE LOUVERS WITH A MINIMUM FREE AREA OF
45 PERCENT, WITH A MAXIMUM AIR PRESSURE DROP OF 0.1 INCH AT SCHEDULED AIRFLOW.
CONSTRUCT PLENUMS WITH GALVANIZED STEEL FRAMING MEMBERS AND GALVANIZED SHEETMETAL BRACED WITH
GALVANIZED ANGLES. GAUGES AND BRACING SHALL CONFORM TO SMACNA RECOMMENDATIONS FOR DUCTWORK
SIZES. WHERE ACCESS DOORS ARE SHOWN, PROVIDE HINGED DOORS WITH #202 VENTLOK LATCH. MAKE WATERTIGHT
CONNECTIONS TO LOUVERS, SLOPING BOTTOM OF PLENUM TO DRAIN WATER TO WEEPHOLES IN BOTTOM OF LOUVER.
PROVIDE SCREENS ON LOUVERS, DUCTS, HOODS, FANS, AND OPENINGS TO THE OUTDOORS AS SCHEDULED AND/OR
NOTED ON THE DRAWINGS. BIRD SCREENS SHALL BE 0.041-INCH, 1/2-INCH MESH GALVANIZED STEEL WIRE.
EXHAUST AIR SYSTEMS
PROVIDE INLINE EXHAUST FANS AS SCHEDULED ON THE DRAWINGS OR EQUAL TO COOK, GREENHECK, CARNES, TWIN
CITY FANS, ACME OR PENNBARRY COMPLETE WITH ALUMINUM HOUSING, ALUMINUM CENTRIFUGAL WHEEL, MOTOR
WITH INTEGRAL THERMAL OVERLOAD PROTECTION, DISCONNECT SWITCH, BACKDRAFT DAMPER. THREE-PHASE FANS
SHALL BE FURNISHED WITH MAGNETIC STARTERS WITH PUSH BUTTON STATION.
DRAIN PANS
DRAIN PANS SHALL SLOPE TOWARDS THE DRAIN OUTLET BY AT LEAST 0.125 INCHES PER FOOT. THE OUTLET SHALL
BE LOCATED AT THE LOWEST POINT OF THE PAN AND BE SIZED TO PRECLUDE OVERFLOW. FOR UNITS WITH NEGATIVE
STATIC DRAW AT THE DRAIN PAN RELATIVE TO THE OUTLET, DRAIN LINE SHALL INCLUDE A P-TRAP OR OTHER SEAL
TO PREVENT INGESTION OF AMBIENT AIR WHILE ALLOWING THE PAN TO DRAIN COMPLETELY. DRAIN PANS SHALL BE
LOCATED DIRECTLY BELOW COILS OR OTHER WATER-PRODUCING DEVICES.
15A.3 HVAC EQUIPMENT
HVAC EQUIPMENT
ALL HVAC EQUIPMENT SHALL MEET PERFORMANCE REQUIREMENTS OF ASHRAE 90.1-2007 AND SHALL BE ENERGY
STAR LABELED.
REFER TO ASHRAE 90.1 -2007, TABLE 6.5.1.1.3A FOR ALLOWABLE ECONOMIZER OPTIONS PER CLIMATE ZONE.
PROTOTYPICAL DESIGN PROVIDES UNITS WITH COMPARATIVE ENTHALPY ECONOMIZERS IN MOIST (A) AND MARINE (C)
CLIMATE ZONES AND DRY-BULB ECONOMIZERS IN DRY (B) REGIONS.
PROVIDE ECONOMIZERS WITH BAROMETRIC RELIEF DAMPERS FOR ROOFTOP UNITS WITH LESS THAN OR EQUAL TO 4-
TONS COOLING. PROVIDE ECONOMIZERS WITH POWER RELIEF FANS FOR ROOFTOP UNITS WITH CAPACITIES GREATER
THAN OR EQUAL TO 5-TONS COOLING.
EQUIPMENT SHALL BE INSTALLED WITH SUFFICIENT WORKING SPACE FOR INSPECTION, ROUTINE MAINTENANCE,
CLEANING, AND CALIBRATION.
PROVIDE MIN. 3" TALL LABELS ON HVAC EQUIPMENT INDICATING UNIT IDENTIFICATION NUMBER.
NEW ACCESS DOORS OR PANELS SHALL BE PROVIDED WHERE REQUIRED FOR THE SERVICING OF EQUIPMENT AND
SHALL BE OF THE APPROVED DESIGN AND LOCATION.
ROOFTOP UNITS (GAS HEAT)
PROVIDE ELECTRIC COOLING, GAS HEATING ROOFTOP UNITS AS SCHEDULED ON THE DRAWINGS, MANUFACTURED BY
LENNOX, COMPLETE WITH FACTORY-INSTALLED, DIRECT-DRIVE HERMETIC COMPRESSORS WITH INTERNAL SPRING
VIBRATION ISOLATION, BUILT-IN MOTOR THERMAL OVERLOAD PROTECTION, CRANKCASE HEATER, AND LOW PRESSURE
SWITCHES; DIRECT EXPANSION COOLING AND CONDENSING COILS; MINIMUM SEER OR EER RATING (COOLING) AS
REQUIRED BY THE APPLICABLE ENERGY CODE OR GREATER IF SCHEDULED ON THE DRAWINGS; CENTRIFUGAL
EVAPORATOR BLOWER; AIR FILTER RACK WITH 2" THICK MERV-13 FILTER, PROPELLER-TYPE CONDENSER FAN,
FACTORY PROVIDED ELECTRIC RESISTANCE HEATING COIL, FORCED COMBUSTION AIR BLOWER; COMPLETE FACTORY-
INSTALLED MICRO-PROCESSOR CONTROLS INCLUDING ANTI-SHORT CYCLE TIMERS, TIME DELAY RELAYS AND MINIMUM
"ON" TIME CONTROLS, BUILT-IN THERMAL OVERLOAD PROTECTION ON MOTORS AND COMPRESSORS, 100-PERCENT
OUTDOOR AIR ENTHALPY ECONOMIZER WITH POWER RELIEF FAN; WEATHERTIGHT HOUSING CONSTRUCTED OF ZINC-
COATED, HEAVY-GAUGE GALVANIZED STEEL WITH WEATHER-RESISTANT, BAKED ENAMEL FINISH; MINIMUM INSULATED
DOWN-FLOW STANDARD ROOF CURB WITH MINIMUM HEIGHT OF 14-INCHES FOR ROOFS WITH NO INSULATION, 14-
INCHES FOR ROOFS WITH INSULATION OR AS SCHEDULED ON THE DRAWINGS; SINGLE-POINT ELECTRICAL POWER
CONNECTION. PROVIDE SLOPED ROOF CURB AS REQUIRED TO MATCH SLOPE OF ROOF STRUCTURE SO THAT UNIT IS
INSTALLED LEVEL. PROVIDE A 125-VAC, 20-AMP DUPLEX CONVENIENCE RECEPTACLE MOUNTED TO UNIT, READY FOR
FIELD WIRING WITH A COVER UL LISTED FOR WET AND DAMP LOCATIONS WHEN IN USE. COORDINATE W/ DIVISION 16
CONTRACTOR TO WIRE UL LISTED DUCT-TYPE SMOKE DETECTORS AS REQUIRED BY CODE TO SHUT DOWN ROOFTOP
UNIT UPON DETECTION OF SMOKE. PROVIDE UNIT COMPLETE WITH MANUFACTURER'S ONE-YEAR GUARANTEE ON
COMPONENTS, PLUS AN ADDITIONAL FOUR-YEAR GUARANTEE ON THE COMPRESSORS AND HEAT EXCHANGERS.
SMOKE DETECTION
ELECTRICAL CONTRACTOR SHALL PROVIDE SMOKE DETECTORS IN RETURN AIR DUCTS AT THE UNIT (AND IN SUPPLY
AIR DUCTS) IF REQUIRED BY CODE. SMOKE DETECTORS SHALL BE WIRED BY ELECTRICAL CONTRACTOR AND SHALL
FUNCTION TO SHUT DOWN HVAC UNITS UPON ALARM. HVAC UNITS SHALL NOT RESTART AUTOMATICALLY ON RESET OF
SMOKE DETECTOR. PROVIDE CONTACTS AS REQUIRED FOR FIRE ALARM PANEL. IF SMOKE DETECTORS ARE EXISTING,
CONTRACTOR MAY RE-USE, UPON ENSURING PROPER INSTALLATION AND OPERATION, CLEANING, AND OTHERWISE
REFURBISHING FOR LIKE-NEW CONDITION.
PROVIDE REMOTE VISUAL AND AUDIBLE ALARM DEVICE IN AN APPROVED LOCATION IF SMOKE DETECTORS ARE NOT
CONNECTED TO A FIRE ALARM PANEL AND LABEL DEVICE AS "AIR DUCT DETECTOR TROUBLE"
PROVIDE REMOTE TEST SWITCHES FOR ALL DUCT SMOKE DETECTORS. CONTACT FIRE DEPARTMENT PRIOR TO
INSTALLATION FOR PROPER PLACEMENT.
MECHANICAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR.
CONTROL DAMPERS
PROVIDE FACTORY FABRICATED, PARALLEL BLADE CONTROL DAMPERS SIZED AS SHOWN ON THE DRAWINGS AND AS
SPECIFIED. INDIVIDUAL DAMPER SECTIONS SHALL NOT BE LARGER THAN 48 INCHES X 60 INCHES WITH MAXIMUM
BLADE WIDTH OF 6 INCHES. FRAME CONSTRUCTION SHALL BE MINIMUM 16 GAUGE GALVANIZED STEEL FOR
RECTANGULAR DAMPERS, 20 GAUGE FOR ROUND, 1/8 INCH THICK FOR ALUMINUM, WITH FLANGES FOR DUCT
MOUNTING. PROVIDE ELASTOMERIC OR NEOPRENE SEALS, MECHANICALLY ATTACHED AND FIELD REPLACEABLE.
PROVIDE A MINIMUM OF ONE DAMPER ACTUATOR PER SECTION. TEST DAMPER PERFORMANCE IN ACCORDANCE
WITH AMCA 500-D.
PROVIDE MODULATING DAMPERS WITH LINEAR FLOW CHARACTERISTICS. SIZE MODULATING DAMPERS BASED ON
THE SMALLER OF 1,500 FPM THROUGH THE DAMPER OR FULL OPEN AIR PRESSURE DROP OF 0.1 INCHES W.C. SIZE
TWO-POSITION DAMPERS FULL DUCT SIZE AND SELECT TO MINIMIZE PRESSURE DROP.
MOTORIZED DAMPERS USED FOR VENTILATION AIR INTAKE, EXHAUST AIR, OR RELIEF AIR SHALL HAVE LEAKAGE
RATES NOT TO EXCEED 4.0 CFM/SQUARE FOOT IN FULL CLOSED POSITION AT 1 INCH W.G. PRESSURE DIFFERENTIAL
ACROSS THE DAMPER.
PROVIDE DAMPERS AS MANUFACTURED BY GREENHECK, CESCO, POTTORFF, NAILOR, OR RUSKIN. REFERENCE
MANUFACTURER WITH MODEL NUMBER FOR OUTSIDE AIR DAMPERS IS RUSKIN CD-50 CONSTRUCTED OF ALUMINUM,
AND ALL OTHER APPLICATIONS IS RUSKIN CD-35 CONSTRUCTED OF GALVANIZED STEEL.
PROVIDE DAMPER OPERATOR FOR EACH AUTOMATIC DAMPER WITH SUFFICIENT CAPACITY TO OPERATE THE
DAMPER UNDER ALL CONDITIONS AND TO GUARANTEE TIGHT CLOSE-OFF OF DAMPERS AGAINST SYSTEM PRESSURE
ENCOUNTERED. EACH OPERATOR SHALL BE PROVIDED WITH SPRING-RETURN FOR NORMALLY CLOSED OR
NORMALLY OPEN POSITION FOR FAIL SAFE OPERATION TO ACCOUNT FOR FIRE, LOW TEMPERATURES, OR POWER
INTERRUPTION AS REQUIRED BY THE CONTROL SYSTEMS SPECIFIED ON THE DRAWINGS. DAMPER OPERATORS
SHALL BE MANUFACTURED BY BELIMO, JOHNSON CONTROLS OR APPROVED EQUAL. PROVIDE TRANSFORMER FOR
DAMPER MOTORS IF DIFFERENT VOLTAGES ARE REQUIRED.
CONDENSING UNITS
PROVIDE SPLIT SYSTEM, AIR COOLED CONDENSING UNITS AS SCHEDULED ON THE DRAWINGS, MANUFACTURED BY
LENNOX, COMPLETE WITH FACTORY INSTALLED HERMETIC OR SEMI-HERMETIC MOTOR/COMPRESSOR ASSEMBLY
WITH INTERNAL SPRING VIBRATION ISOLATION, BUILT-IN THERMAL OVERLOAD PROTECTION, AND CRANKCASE
HEATER; TOP DISCHARGE CONDENSER FAN AND MOTOR; LOW AMBIENT HEAD PRESSURE CONTROLS FOR
OPERATION TO TEMPERATURE AS SCHEDULED; ANTI-SHORT CYCLE TIMERS; TIME DELAY RELAYS; HIGH AND LOW
PRESSURE SWITCHES; FULL REFRIGERANT HOLDING CHARGE; AND WEATHERTIGHT HOUSING CONSTRUCTED OF ZINC
COATED, HEAVY GAUGE, GALVANIZED STEEL WITH WEATHER-RESISTANT BAKED ENAMEL FINISH AND FACTORY
INSTALLED CONDENSER COIL HAIL GUARDS. FOR UNITS GREATER THAN 5 TONS, PROVIDE LIQUID LINE DRIER AND
REFRIGERANT SIGHT GLASS. PROVIDE A FIVE YEAR GUARANTEE ON THE COMPRESSOR AND REFRIGERANT CIRCUIT,
AND A ONE YEAR GUARANTEE ON THE REMAINING COMPONENTS. PROVIDE REFRIGERANT PIPING SIZED AS
RECOMMENDED BY EQUIPMENT MANUFACTURER WITH FOAMED PLASTIC INSULATION ON THE SUCTION LINE AS
SPECIFIED IN THIS SECTION. FOR HEAT PUMP UNITS PROVIDE REVERSING VALVE, SUCTION LINE ACCUMULATOR,
FLOW CONTROL CHECK VALVE, AND SOLID STATE DEFROST/TIMED-OFF CONTROL. PROVIDE 3-1/2 INCH THICK
CONCRETE SLABS FOR CONDENSING UNITS LOCATED ON GRADE.
FAN COIL UNITS (DIRECT EXPANSION, 1.5-5 TONS)
PROVIDE SPLIT SYSTEM, FAN COIL UNITS AS SCHEDULED ON THE DRAWINGS, MANUFACTURED BY LENNOX, WITH
CONFIGURATION AS SCHEDULED, COMPLETE WITH ZINC COATED, HEAVY GAUGE, GALVANIZED STEEL CABINET WITH
WEATHER-RESISTANT BAKED ENAMEL FINISH; INTERNALLY INSULATED; ACCESS DOORS; DIRECT EXPANSION
COOLING COIL SECTION OF ALUMINUM/COPPER CONSTRUCTION; CONDENSATE DRAIN PAN; STATICALLY AND
DYNAMICALLY BALANCED CENTRIFUGAL FAN SECTION WITH BUILT-IN MOTOR THERMAL OVERLOAD PROTECTION;
FACTORY INSTALLED AND WIRED CONTROLS AND SINGLE POINT ELECTRICAL POWER CONNECTION; MAGNETIC
MOTOR STARTERS AND CONTACTORS AS REQUIRED; AIR FILTER RACK WITH 1 INCH THICK THROWAWAY FILTERS;
FACTORY INSTALLED ELECTRIC HEATING COIL WITH CODE REQUIRED INTEGRAL SAFETY FEATURES AND CONTROLS.
PROVIDE SPRING VIBRATION ISOLATORS AND ALL-THREAD HANGING RODS FOR HORIZONTAL INSTALLATIONS.
PROVIDE AN AUXILIARY DRAIN PAN FOR SUSPENDED UNITS WITH FLOOD DETECTOR SWITCH TO SHUT OFF UNIT
WHEN WATER IS DETECTED IN AUXILIARY DRAIN PAN. FLOOD DETECTOR SWITCH SHALL BE DIVERSITECH WET
SWITCH OR EQUIVALENT. DETECTOR SHALL SHUT SYSTEM DOWN WHEN WATER COMES IN CONTACT WITH THE
HYDROPHILIC PAD OF THE DETECTOR. PLACE DETECTOR IN THE LOWEST LOCATION IN THE AUXILIARY DRAIN PAN.
WIRE DETECTOR TO REMOTE ALARM, DIVERSITECH UNIVERSAL ALARM OR EQUIVALENT.
REFRIGERANT PIPING AND INSULATION
COPPER TUBING: ASTM B 280, ALLOY C12200, TYPE ACR, HARD-DRAWN STRAIGHT LENGTHS, AND SOFT-ANNEALED
COILS, SEAMLESS COPPER TUBING. TUBING SHALL BE FACTORY CLEANED, READY FOR INSTALLATION, AND HAVE
ENDS CAPPED TO PROTECT CLEANLINESS OF PIPE INTERIORS PRIOR TO SHIPPING.
FITTINGS: WROUGHT-COPPER FITTINGS: ANSI B16.22, STREAMLINED PATTERN.
BRAZING FILLER METALS: BCUP -5: COPPER (CU), PHOSPHORUS (P) 4.8 -5.2 PERCENT, AND SILVER (AG) 14.5 -15.5
FOR JOINING WROUGHT COPPER FITTINGS AND COPPER TUBING. BRAZE JOINTS WITH A SLOW STREAM OF DRY
NITROGEN PASSING THROUGH THE PIPING.
INSULATE SUCTION LINES WITH 1-1/2 INCH AND LIQUID LINES WITH 1/2 INCH FOAMED PLASTIC INSULATION, ARMAFLEX
OR EQUAL. PIPING INSULATION SHALL HAVE A FLAME SPREAD OF 25 OR LESS, AND A SMOKE DEVELOPED RATING OF
50 OR LESS WHEN TESTED IN ACCORDANCE WITH ASTM E84. COAT INSULATION THAT IS EXPOSED TO THE ELEMENTS
WITH A PROTECTIVE SEALER. INSTALL AND SUPPORT PIPING TO KEEP NOISE AND VIBRATION TO A MINIMUM.
SUPPORT AND SECURE PIPING TO UNISTRUT TYPE SUPPORTS SO THAT NO VIBRATION PASSES TO THE BUILDING
STRUCTURE. PIPE ATTACHMENTS SHALL BE COPPER-PLATED OR HAVE NONMETALLIC COATING FOR ELECTROLYTIC
PROTECTION WHERE ATTACHMENTS ARE IN DIRECT CONTACT WITH COPPER TUBING. INSTALL A SUPPORT WITHIN
ONE FOOT OF EACH CHANGE OF DIRECTION. MOUNT PIPE HANGERS AROUND THE OUTSIDE OF THE INSULATION WITH
SADDLES TO PREVENT HANGERS FROM RUPTURING THE INSULATION. REPLACE INSULATION THAT IS CUT OR BROKEN
BY THE HANGERS.
RUN REFRIGERANT LINES PARALLEL AND PERPENDICULAR TO WALL AND FLOOR LINES AND TO APPEAR STRAIGHT
AND IN GOOD ORDER. PITCH SUCTION LINES DOWN SLIGHTLY (1 INCH IN 20 FEET) TOWARDS THE COMPRESSOR.
PROVIDE OIL TRAPS AT THE BASE OF VERTICAL SUCTION RISERS OVER 6 FEET HIGH.
INSTALL LIQUID LINE SIGHT GLASSES IN LIQUID LINES NEAREST THE EXPANSION VALVE. FACTORY MOUNT
EXPANSION VALVES WITH THE SENSING BULBS SHIPPED LOOSE. FIELD MOUNT EXPANSION VALVE BULB AFTER
REFRIGERANT PIPING IS COMPLETE (DAMAGE MAY OCCUR IF BULBS COME IN CONTACT WITH HEAT).
FOR SYSTEMS OF 5 TON CAPACITY AND SMALLER, THE CONTRACTOR SHALL HAVE THE OPTION TO PROVIDE COPPER
REFRIGERANT TUBING LINE SET SIZED AS RECOMMENDED BY EQUIPMENT MANUFACTURER AND OF LENGTH AS
REQUIRED FOR THE INSTALLATION. PROVIDE MINIMUM 1 INCH THICK FOAMED PLASTIC INSULATION, ARMAFLEX OR
EQUAL, ON THE SUCTION AND LIQUID LINES. PROVIDE QUICK-CONNECT FLARE TUBING COMPRESSION FITTINGS OR
SOLDER CONNECTIONS AS REQUIRED TO MATCH THE CONNECTIONS OF THE CONDENSING UNIT AND EVAPORATOR
COIL.
SYSTEM EVACUATION AND CHARGING
BLOW OUT REFRIGERATION LINES WITH DRY NITROGEN AT A SUITABLE PRESSURE BEFORE MAKING FINAL
CONNECTION AT THE CONDENSING UNIT OR COIL TO ENSURE AGAINST DIRT, SCALE, OR OTHER FOREIGN MATERIAL
BEING IN THE LINES. DRAW A VACUUM TO 29 INCHES OF MERCURY. BREAK THIS VACUUM BY CHARGING DRY
REFRIGERANT GAS INTO THE SYSTEM, RAISING THE PRESSURE TO 0 PSIG.REPEAT
THE LATTER TWO STEPS FOR A TRIPLE EVACUATION BEFORE THE FINAL EVACUATION IS STARTED. MAKE FINAL
EVACUATION BY REDUCING THE SYSTEM ABSOLUTE PRESSURE TO A MAXIMUM OF 0.5 MILLIMETERS (500 MICRONS)
AND ALLOWING THE PUMP TO RUN AT THIS PRESSURE FOR A MINIMUM OF TWO HOURS.
REPEAT THE PROPER AMOUNT OF REFRIGERANT CHARGE PER THE MANUFACTURER'S RECOMMENDATIONS. RECORD
THE AMOUNT OF REFRIGERANT BY WEIGHT CHARGED INTO THE SYSTEM FOR EACH CIRCUIT RECORDED TO THE
NEAREST 1/4 POUND ON TAGS AND ATTACH TAGS TO THE LIQUID LINE NEAR THE CONDENSING UNIT. REFRIGERANT
SHALL BE SUPPLIED BY THE HVAC CONTRACTOR.
Mechanical and Electrical Engineers
Lilker Associates
1001 Avenue of the Americas
New York, NY 10018
tel 212.695.1000
fax 212.695.1299
www.lilker.com
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2022 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
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2023-0069
Proposed
Store Design
for: VERIZON
Metro Pointe
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/2024
3/15/2024
HVAC SPECIFICATIONS
M.0.0
BS
RT
33 OF 81
MECHANICAL DRAWING LIST
Sheet Number Sheet Name
M.0.0 HVAC SPECIFICATIONS
M.0.1 HVAC SPECIFICATIONS
M.0.2 MECHANICAL NOTES, SYMBOLS & ABBREVIATIONS
M.0.3 MECHANICAL SCHEDULES - 1 OF 2
M.0.4 MECHANICAL SCHEDULES - 2 OF 2
M.1.0 MECHANICAL CONSTRUCTION PLAN
M.1.1 MECHANICAL ROOF CONSTRUCTION PLAN
M.2.0 MECHANICAL DETAILS
M.2.1 MECHANICAL DETAILS
M.2.2 MECHANICAL DETAILS
M.3.0 TITLE 24 MECHANICAL COMPLIANCE
M.3.1 TITLE 24 MECHANICAL COMPLIANCE
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
STEP 1
• HVAC CONTRACTOR, SETS RTU'S. SHOPPING CENTER BMS CONTRACTOR INSTALLS ALL REQUIRED SENSORS
(MECHANICAL CONTRACTOR AND BMS CONTRACTOR TO COORDINATE INSTALLATION).
• CONTRACTOR COMPLETES ENTIRE HVAC INSTALLATION INCLUDING ALL GRILLES, ELECTRICAL POWER .
• HVAC CONTRACTOR SHALL PROVIDE, CONNECT AND TEST OPERATION OF TEMPORARY THERMOSTATS USING THE
NEW 18/8 THERMOSTAT CABLE AS SHOWN ON SHEET M.1.0 ON THE FIELD INSTALLED SENSOR DETAIL.
STEP 2
• LENNOX PERFORMS COMMISSIONING OF RTU'S AND ESTABLISHES PRODIGY SETTINGS SO PROGRAMMED VALUES IN
RTU CONTROLLER ARE DONE IN ACCORDANCE WITH THE INFORMATION IN THE DRAWINGS AND SPECIFICATIONS.
• AS PART OF THE RTU COMMISSIONING, LENNOX TECH ESTABLISHES PROPER SETTINGS FOR SUPPLY FAN HIGH AND
LOW SPEED OPERATION. (AS INDICATED IN HVAC UNIT SCHEDULE)
• AS PART OF THE RTU COMMISSIONING, LENNOX TECH CALIBRATES THE PHYSICAL POSITION OF THE OA DAMPER
WITH THE LENNOX DAMPER POSITION STATUS POINT. (VALIDATING THAT THE ECONOMIZER IS CLOSING PROPERLY,
PROPERLY STARTED UP AND THE DAMPER POSITIONS MATCH THE DAMPER POSITION FEEDBACK ON THE PRODIGY
BOARD) (FULLY CLOSED DAMPER INDICATES 0% OPEN FEEDBACK AT PRODIGY/FULLY OPEN DAMPER INDICATES
100% OPEN FEEDBACK AT PRODIGY).
• AS PART OF THE RTU COMMISSIONING, LENNOX TECH ESTABLISHES THE FOLLOWING PARAMETERS FOR DEMAND
CONTROLLED VENTILATION:
1. DEMAND CONTROL VENT -DAMPER START OPEN = 1050 PPM
2. DEMAND CONTROL VENT -DAMPER FULL OPEN = 1150 PPM
• LENNOX PROVIDES COMMISSIONING REPORT TO FSG, VERIZON RDC AND EXCEL & INFORM (AS LEED CXP).REPORT
INCLUDES ALL FAN SETTING INFORMATION SO ALL PARTIES ARE INFORMED OF HIGH AND LOW SPEED AIRFLOW /
OUTPUT %.
STEP 3
• TEST & BALANCE OCCURS.
• MERV 13 FILTERS INSTALLED AND DATED PRIOR TO TEST AND BALANCE.
• TEST AND BALANCE CONTRACTOR ADJUSTS SHEAVES, PULLEYS, BELTS, ETC. ON BELT DRIVE FANS WITH VFDS TO
ACHIEVE SCHEDULED SUPPLY AIRFLOW AT HIGH FAN SPEED PER HVAC UNIT SCHEDULE.
• TEST AND BALANCE CONTRACTOR SETS PRODIGY OUTPUT TO ECM DIRECT DRIVE FAN MOTORS, TO ACHIEVE
SCHEDULED SUPPLY AIRFLOW AT BOTH HIGH AND LOW FAN SPEED PER HVAC UNIT SCHEDULE.
• TEST AND BALANCE CONTRACTOR ALSO BALANCES THE EXHAUST FANS.
• THE LENNOX RTU'S HAVE LENNOX FURNISHED, FIELD INSTALLED CO2 SENSORS AND A DEMAND CONTROLLED
VENTILATION SEQUENCE THAT ALLOWS THE OUTSIDE AIR DAMPER TO OPEN TO A HIGH MINIMUM POSITION WHEN
CO2 LEVELS ARE ABOVE A CERTAIN THRESHOLD.
• LOW MINIMUM AND HIGH MINIMUM OUTSIDE AIR FLOWS ARE SET AT THE RTU'S BY THE TEST AND BALANCE
CONTRACTOR BY PROGRAMMING THE DAMPER POSITION SETTINGS IN THE PRODIGY BOARD AND DOCUMENTING
THOSE SETTINGS. DAMPER PERCENTAGES, ALONG WITH OUTSIDE AIRFLOW MEASUREMENTS ARE TO BE
DOCUMENTED IN THE TEST AND BALANCE REPORT. DOCUMENTATION OF THE OUTSIDE AIRFLOW IS PERTINENT FOR
THE COMMISSIONING TESTER.
• LOW MINIMUM OUTSIDE AIRFLOW IS THE LOWEST OUTSIDE AIRFLOW INTRODUCED INTO THE RTU.
• HIGH MINIMUM OUTSIDE AIRFLOW IS THE MAXIMUM POSITION THE OUTSIDE AIR DAMPER MODULATES OPEN TO PER
THE DEMAND CONTROLLED VENTILATION SEQUENCE. THIS IS TO BE SET AT HIGH FAN SPEED OPERATION.
• PRODIGY PARAMETER SETUP -TEST & BALANCE -DAMPER -DEMAND CONTROL VENT -DAMPER MAX OPENING.
• TEST AND BALANCE REPORT IS PROVIDED TO FSG, LENNOX, VERIZON RDC, A/E OF RECORD AND EXCEL.LENNOX IS
PROVIDED WITH ALL AIRFLOWS, SET POINTS AND PARAMETERS FOR EACH UNIT AT EACH STORE.
STEP 4
• SHOPPING CENTER BMS CONTRACTOR INSTALLS ALL REMAINING CONTROL CONTROLS, COMMISSIONS THE BMS.
STEP 5
• FSG TO OVERLAY DEVICES AND SENSORS AS REQUIRED FOR 'MONITORNING ONLY'
STEP 6
• LEED COMMISSIONING
• IN ADDITION TO THE PRE-FUNCTIONAL CHECKLISTS FROM THE MEP SUBCONTRACTORS, THE FOLLOWING
DOCUMENTS WILL BE REQUIRED BY THE COMMISSIONING TESTER, VERIZON REPRESENTATIVE, FSG AND LENNOX A
MINIMUM OF 4 DAYS PRIOR TO THE COMMISSIONING:
1. TEST AND BALANCE REPORT (INCLUDING LOW MINIMUM AND HIGH MINIMUM OUTSIDE AIRFLOW SETTINGS AND
PROGRAMMED DAMPER POSITIONS)
2. LENNOX RTU COMMISSIONING REPORT
3. BMS COMMISSIONING REPORT
HVAC START-UP PROCEDURE
2.00 BALANCING SPECIFICATIONS AND RESPONSIBILITIES OF THE TEST AND BALANCE AGENCY
2.01 SCOPE
IN ACCORDANCE WITH PROJECT DRAWINGS AND SPECIFICATIONS, THE TEST AND BALANCE AGENCY SHALL
PROVIDE ALL SUPERVISION OF QUALITY ASSURANCE:
A. THE FINAL RESULT OF TEST AND BALANCE SHALL BE TO PROVIDE UNIFORM AIR TEMPERATURES WITHIN A TWO-
DEGREE FAHRENHEIT CONDITION.
B. ALL INSTRUMENTS USED SHALL BE MAINTAINED IN GOOD WORKING ORDER. IF REQUESTED, A CALIBRATION
TEST SHALL BE CONDUCTED IN THE PRESENCE OF THE ARCHITECT OR VERIZON WIRELESS REPRESENTATIVE.
C. GAUGES AND THERMOMETERS INSTALLED AS PART OF THE PROJECT ARE NOT TO BE USED FOR TEST AND
BALANCE. THE TEST AND BALANCE AGENCY SHALL CALIBRATE ALL SUCH GAUGES AND THERMOMETERS AND
SHALL AFFIX A PERMANENT TAG TO EACH STATING THE CORRECTIONS TO BE APPLIED.
D. IN THE EVENT OF DISPUTE, VERIZON WIRELESS OR ARCHITECT/ENGINEER MAY CHOOSE TO PROVIDE
VERIFICATION OF TEST AND BALANCE REPORTS, AND SUCH VERIFICATION SHALL BE BY THE N.E.B.B.
INVESTIGATING TEAM WITH THE ARCHITECT AND ENGINEERS PRESENT. REPORTS FOUND TO BE INACCURATE
WILL BE DISALLOWED.
2.02 GENERAL
A. THE SYSTEM TESTING, ADJUSTING AND BALANCING IS THE PROCESS OF CHECKING AND ADJUSTING ALL OF THE
BUILDING ENVIRONMENTAL SYSTEMS TO PRODUCE THE DESIGNED OBJECTIVES.
B. THE TEST AND BALANCE AGENCY SHALL NOT INSTRUCT OR DIRECT THE MECHANICAL CONTRACTOR IN ANY OF
THE WORK. ANY PROPOSED CHANGES OR REVISION IN THE WORK SHALL BE SUBMITTED TO THE ARCHITECT IN
WRITING. THE ARCHITECT SHALL, IN CONJUNCTION WITH VERIZON WIRELESS, PROCESS THE PROPOSAL AS
APPROPRIATE.
2.03 AIR SYSTEM PROCEDURES
THE TEST AND BALANCE AGENCY SHALL PERFORM THE FOLLOWING TEST AND BALANCING FUNCTIONS:
A. FAN SPEEDS –TEST AND ADJUST FAN RPM TO ACHIEVE DESIGN CFM REQUIREMENTS.
1. FOR BELT DRIVE FANS WITH A VFD
a. ADJUST BELT AND SHEAVES TO ACHIEVE HIGH SPEED FAN DESIGN AIRFLOW WITH VFD AT 60
HERTZ.VFD IS NOT TO BE USED FOR INITIAL BALANCING.
b. VERIFY AND, IF NECESSARY, ADJUST RTU CONTROLLER AIRFLOW SETTINGS (CFM)TO MATCH BALANCED
AIRFLOW DURING HEATING AND SECOND STAGE COOLING OPERATION
c. VERIFY AND, IF NECESSARY, ADJUST RTU CONTROLLER AIRFLOW SETTINGS (CFM)TO MATCH SCHEDULED
LOW SPEED FAN AIRFLOW DURING FAN ONLY AND FIRST STAGE COOLING OPERATION
2. FOR DIRECT DRIVE FANS WITH ECM MOTORS, ADJUST RTU CONTROLLER OUTPUT PERCENTAGE TO ACHIEVE
DESIGN AIRFLOW
a. VERIFY AND, IF NECESSARY, ADJUST RTU CONTROLLER FAN OUTPUT SETTINGS (PERCENTAGE) TO
PROVIDE SCHEDULED HIGH SPEED FAN AIRFLOW DURING HEATING AND SECOND STAGE COOLING
OPERATION
b. VERIFY AND, IF NECESSARY, ADJUST RTU CONTROLLER FAN OUTPUT SETTINGS (PERCENTAGE) TO
PROVIDE SCHEDULED LOW SPEED FAN AIRFLOW DURING FAN ONLY AND FIRST STAGE COOLING
OPERATION
B. CURRENT AND VOLTAGE –MEASURE AND RECORD MOTOR CURRENT AND VOLTAGE.
C. PITOT TUBE TRAVERSE –PERFORM A PITOT TUBE TRAVERSE OF MAIN SUPPLY AND RETURN DUCTS WITH
OUTSIDE AIR DAMPER CLOSED TO OBTAIN TOTAL CFM AND VERIFY RTU LEAKAGE RATE.
1. IF LEAKAGE RATE IS FOUND TO BE GREATER THAN THE LOW MINIMUM OA SETTING, WORK WITH HEATING
CONTRACTOR TO DETERMINE THE CAUSE OF THE LEAKAGE AND CORRECT
2. DOCUMENT FINAL RTU LEAKAGE RATE
D. OUTSIDE AIR –TEST SYSTEM MINIMUM OUTSIDE AIR FLOW USING A VEGRID OR ROTATING VANE ANOMOMETER
OR OTHER MEASUREMENT DEVICE.TAB CONTRACTOR SETS THE DAMPER OPENING PERCENTAGES IN THE
PRODIGY CONTROLLER AS REQUIRED TO ACHIEVE OUTSIDE AIRFLOW PER THE FOLLOWING:
1. THE LOW MINIMUM OA SETTING MUST BE PERFORMED WITH THE UNIT IN BOTH LOW AND HIGH FAN SPEED
OPERATION
2. PRODIGY PROGRAMMING:
a. SETUP -TEST & BALANCE -DAMPER -MIN DAMPER POSITION BLOWER HIGH
b. SETUP -TEST & BALANCE -DAMPER -MIN DAMPER POSITION BLOWER LOW
3. THE HIGH MINIMUM OA SETTING MUST BE PERFORMED WITH THE UNIT IN HIGH SPEED FAN OPERATION
4. PRODIGY PROGRAMMING:
a. SETUP -TEST & BALANCE -DAMPER -DEMAND CONTROL VENT -DAMPER MAX OPENING
5. TEST AND BALANCE CONTRACTOR TO DOCUMENT THESE DAMPER OPENING PERCENTAGES ALONG WITH
OUTSIDE AIRFLOW MEASUREMENTS IN TEST AND BALANCE REPORT.
6. TEST AND BALANCE REPORT TO BE PROVIDED TO VERIZON RDC MANAGER, FSG AND COMMISSIONING
AGENT AND TESTER.
E. TEST AND BALANCE CONTRACTOR TO CONTACT LENNOX SUPPORT AT 800-367-6285 AND SELECT OPTION 2 FOR
TECH SUPPORT DURING TEST AND BALANCE IN ORDER TO CONFIRM CORRECT PROGRAMMING PARAMETERS IN
THE PRODIGY CONTROLLER.
2.04 VERIFICATION OF TEMPERATURE CONTROL
THE TEST AND BALANCE AGENCY SHALL BE ASSISTED BY THE CONTROL CONTRACTOR IN VERIFYING THE
OPERATION AND CALIBRATION OF ALL TEMPERATURE CONTROL SYSTEMS. THE FOLLOWING TESTS SHALL BE
CONDUCTED:
A. VERIFY THAT ALL CONTROL COMPONENTS ARE INSTALLED IN ACCORDANCE WITH PROJECT REQUIREMENTS
AND ARE FUNCTIONAL, INCLUDING ALL ELECTRICAL INTERLOCKS, DAMPER SEQUENCES, AND FIRE AND SMOKE
DETECTORS.
B. VERIFY THAT ALL CONTROLLING INSTRUMENTS ARE CALIBRATED AND SET FOR DESIGN OPERATING
CONDITIONS.
C. VERIFY THE ACCURACY OF THE FINAL SETTING BY TAKING TEMPERATURE READINGS. THE READINGS SHALL BE
IN A TYPICAL CONDITIONED SPACE FOR EACH SEPARATELY CONTROLLED ZONE.
2.05 TEST AND BALANCE REPORT
A. MERV-13 FILTERS SHALL BE INSTALLED PRIOR TO TEST AND BALANCE.
B. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS LISTED UNDER THE COMMISSIONING IN THE LEED
PROTOTYPE GREEN SPECIFICATIONS.
C. SYSTEM SHALL BE TESTED, ADJUSTED AND BALANCED WITH SUPERVISION BY NEBB CERTIFIED PERSONNEL
D. TEST & BALANCE REPORT TO INCLUDE OUTSIDE AIRFLOW READINGS.
E. EQUIPMENT SHALL BE BALANCED TO AIR FLOWS WITHIN:
1. TERMINAL DEVICES & BRANCH LINES: ±10% OF DESIGNED LOADS
2. MAIN DUCTS & AHU's: +5% OF DESIGNED LOADS
3. OUTDOOR AIR: + 5% OF DESIGNED LOADS
4. EXHAUST AIR: ± 10% OF DESIGNED LOADS
F. AN EMAIL TYPEWRITTEN COPY OF THE TEST AND BALANCE REPORT IS ALLOWABLE AND SHALL BE SUBMITTED
TO THE ARCHITECT.
G. THE REPORT SHALL CONTAIN THE FOLLOWING GENERAL DATA IN A FORMAT SELECTED BY THE TEST AND
BALANCE AGENCY:
1. PROJECT NUMBER.
2. PROJECT TITLE.
3. PROJECT LOCATION.
4. PROJECT ARCHITECT.
5. PROJECT MECHANICAL ENGINEER.
6. TEST AND BALANCE AGENCY.
7. TEST AND BALANCE ENGINEER.
8. OWNER.
9. MECHANICAL SUBCONTRACTORS.
10. DATES TESTS WERE PERFORMED.
11. CERTIFICATION.
H. THE TEST AND BALANCE REPORT SHALL BE RECORDED ON REPORT FORMS CONFORMING TO THE
RECOMMENDED FORMS IN THE N.E.B.B. NATIONAL STANDARDS.
1. PREFACE -A GENERAL DISCUSSION OF THE SYSTEM, ANY ABNORMALITIES AND PROBLEMS ENCOUNTERED
(DEFICIENCIES OUTSTANDING LISTED).
2. INSTRUMENTATION LIST -THE LIST OF INSTRUMENTS INCLUDE TYPE, MODEL, MANUFACTURER, SERIAL
NUMBER AND CALIBRATION DATE.
3. SYSTEM IDENTIFICATION -IN EACH REPORT, THE V.A.V. BOXES, ZONES, SUPPLY, RETURN, DATA SHEETS,
ALONG WITH A DRAWING SHOWING THE ABOVE.
4. AIR HANDLING EQUIPMENT TEST REPORT FORMS -RECORD THE FOLLOWING ON EACH AIR-HANDLING
EQUIPMENT TEST FORM:
a. MANUFACTURER, MODEL NUMBER AND SERIAL NUMBER
b. ALL DESIGN AND MANUFACTURER-RATED DATA.
c. TOTAL ACTUAL CFM BY TRAVERSE IF PRACTICAL, IF NOT PRACTICAL, THE SUM OF THE OUTLETS MAY BE
USED, OR A COMBINATION OF EACH OF THESE PROCEDURES.
d. SUCTION AND DISCHARGE STATIC PRESSURE OF EACH FAN, AS APPLICABLE.
2.06 ACCEPTANCE OF TEST AND BALANCE REPORT
A. AT THE TIME OF ACCEPTANCE OF THE TEST AND BALANCE REPORT, THE TEST AND BALANCE AGENCY SHALL, IF
REQUESTED, RECHECK IN THE PRESENCE OF THE VERIZON WIRELESS REPRESENTATIVE, SPECIFIC AND
RANDOM SELECTIONS OF DATA RECORDED IN THE CERTIFIED TEST AND BALANCE REPORT.
B. POINTS AND AREAS FOR RECHECK SHALL BE SELECTED BY THE VERIZON WIRELESS REPRESENTATIVE.
C. MEASUREMENTS AND TEST PROCEDURES SHALL BE THE SAME AS THE ORIGINAL TEST AND BALANCE.
D. SELECTIONS FOR RECHECK, SPECIFIC PLUS RANDOM, SHALL NOT NORMALLY EXCEED 15% OF THE TOTAL
NUMBER TABULATED IN THE REPORT, EXCEPT WHERE SPECIAL AIR SYSTEMS REQUIRE A COMPLETE RECHECK
FOR SAFETY REASONS.
E. IF RANDOM TESTS DEMONSTRATED A MEASURED FLOW DEVIATION OF 15% OR MORE FROM THAT RECORDED, A
NEW CERTIFIED TEST AND BALANCE REPORT MUST BE SUBMITTED, AND A NEW INSPECTION TEST MADE, ALL AT
NO ADDITIONAL COST TO VERIZON WIRELESS.
1.00 GENERAL SPECIFICATIONS FOR AIR BALANCING AND TESTING
1.01 GENERAL RESPONSIBILITIES
SYSTEM SHALL BE TESTED, ADJUSTED AND BALANCED WITH SUPERVISION BY NEBB CERTIFIED PERSONNEL. THE
T.A.B. REPORT SHALL INCLUDE MINIMUM & MAXIMUM OUTDOOR AIR FLOW READINGS.
A. GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR HIRING THE SERVICES OF AN INDEPENDENT, THIRD-PARTY,
CERTIFIED TEST AND BALANCE AGENCY. UPON COMPLETION OF THIS JOB, TEST AND BALANCE AGENCY WILL BE
REQUIRED TO GENERATE A CERTIFIED AIR BALANCE REPORT.
B. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO SCHEDULE AND COORDINATE WITH TEST AND BALANCE
CONTRACTOR TO PROVIDE THEM WITH ALL REQUIRED PAPERWORK AND TO BE PREPARED FOR THE TEST AND
BALANCE AT THE SCHEDULED TIME.
C. THE PLANS AND SPECIFICATIONS HAVE INDICATED DEVICES FOR THE PURPOSE OF ADJUSTING THE SYSTEM TO
OBTAIN OPTIMUM OPERATING CONDITIONS. IT WILL BE THE RESPONSIBILITY OF THE MECHANICAL
SUBCONTRACTOR TO INSTALL THESE DEVICES IN A MANNER THAT WILL LEAVE THEM ACCESSIBLE AND READILY
ADJUSTABLE. THE TEST AND BALANCE AGENCY SHALL PROVIDE GUIDANCE IF THERE IS A QUESTIONABLE
ARRANGEMENT OF A CONTROL OR BALANCING DEVICE.
D. THE MECHANICAL CONTRACTOR AND THE SUPPLIERS OF THE HVAC EQUIPMENT SHALL ALL COOPERATE WITH
THE TEST AND BALANCE AGENCY TO PROVIDE ALL NECESSARY DATA ON THE DESIGN AND PROPER
APPLICATION OF THE SYSTEM COMPONENTS. IN ADDITION, THEY SHALL FURNISH ALL LABOR AND MATERIALS
REQUIRED TO ELIMINATE ANY SYSTEM DEFICIENCIES.
1.02 RESPONSIBILITIES OF THE MECHANICAL CONTRACTOR
A. THE MECHANICAL CONTRACTOR SHALL COMPLETE THE INSTALLATION AND OPERATE ALL HVAC SYSTEMS TO
ENSURE THEY ARE WORKING PROPERLY, AND SHALL PERFORM ALL OTHER ITEMS AS DESCRIBED HEREINAFTER
TO ASSIST THE TEST AND BALANCE AGENCY IN PERFORMING THE TESTING AND BALANCING OF THE HVAC
SYSTEMS.
B. AIR DISTRIBUTION SYSTEMS
1. VERIFY INSTALLATION FOR CONFORMITY TO DESIGN.
2. TERMINATE ALL SUPPLY, RETURN, AND EXHAUST DUCTS AND PRESSURE TEST THEM FOR LEAKAGE, AS
REQUIRED BY SPECIFICATION AND OR INDUSTRY STANDARDS.
3. ENSURE THAT ALL SPLITTERS, EXTRACTORS, VOLUME AND FIRE DAMPERS ARE PROPERLY LOCATED AND
FUNCTIONAL. DAMPERS SERVING REQUIREMENTS OF MINIMUM AND MAXIMUM OUTSIDE, RETURN, RELIEF,
AND EXHAUST AIR SHALL PROVIDE TIGHT CLOSURE AND FULL OPENING, WITH A SMOOTH AND FREE
OPERATION.
4. VERIFY THAT ALL SUPPLY, RETURN, EXHAUST, AND TRANSFER GRILLES, REGISTERS, DIFFUSERS AND HIGH
PRESSURE TERMINAL UNITS ARE INSTALLED AND OPERATIONAL.
5. ENSURE THAT AIR HANDLING SYSTEMS, UNITS AND ASSOCIATED SECTIONS, ACCESS DOORS, ETC., ARE
BLANKED AND/OR SEALED TO ELIMINATE EXCESSIVE BYPASS OR LEAKAGE OF AIR.
6. ENSURE THAT ALL FANS (SUPPLY, RETURN, RELIEF AND EXHAUST) ARE OPERATING AND FREE OF
VIBRATION. MEASUREMENT OF CURRENT AND VOLTAGE SHALL BE MADE TO VERIFY THAT THE MOTORS DO
NOT EXCEED NAME PLATE RATING.
7. MAKE ANY NECESSARY CHANGES TO THE SHEAVES, BELTS AND DAMPERS, AS REQUIRED BY THE TEST AND
BALANCE AGENCY, AT NO ADDITIONAL COST TO THE OWNER.
8. INSTALL CLEAN FILTERS PRIOR TO TESTING.
1.03 PRETEST AND BALANCE CHECK LIST TO BE PROVIDED TO THE INSTALLING CONTRACTOR
SYSTEM START UP
A. CHECK FUNCTIONS AND COMPONENTS LISTED IN 1.02.
DUCT SYSTEMS AND AIR DISTRIBUTIONS:
A. VERIFY THAT END CAPS, FLEXIBLE DUCTS, ACCESS PANELS, AND ALL PIECES OF AIR DISTRIBUTION ARE
INSTALLED PER SPECIFICATIONS OR INDUSTRY STANDARDS.
1.04 NOTIFICATION FOR TESTING AND BALANCING WORK TO BEGIN
A. THE MECHANICAL CONTRACTOR SHALL NOTIFY THE TEST AND BALANCE AGENCY IN WRITING WITH A COPY TO
VERIZON WIRELESS AND THE ARCHITECT WHEN ALL HEATING, VENTILATING AND AIR CONDITIONING SYSTEMS
ARE COMPLETE AND READY FOR TESTING AND BALANCING. THE MECHANICAL CONTRACTOR SHALL ATTEST
THAT HE HAS COMPLETED ALL ITEMS.
B. THIS INSPECTION SHALL ESTABLISH THAT THE SYSTEMS MEET THE BASIC REQUIREMENTS FOR TESTING AND
BALANCING. SHOULD THE INSPECTION REVEAL THE NOTIFICATION TO HAVE BEEN PREMATURE, ALL COSTS FOR
THE INSPECTION AND WORK PREVIOUSLY ACCOMPLISHED BY THE TEST AND BALANCE AGENCY SHALL BE PAID
FOR BY THE MECHANICAL CONTRACTOR. FURTHERMORE, SUCH ITEMS THAT ARE NOT READY FOR TESTING
AND BALANCING SHALL BE COMPLETED AND PLACED IN OPERATIONAL READINESS BEFORE TESTING AND
BALANCING SERVICES SHALL AGAIN BE REQUESTED.
AIR BALANCING AND TESTING
15A.4 TEMPERATURE CONTROLS
GENERAL REQUIREMENTS
SHOPPING CENTER BMS CONTRACTOR, AS PART OF THIS SCOPE OF WORK, SHALL PROVIDE A SYSTEM OF
TEMPERATURE CONTROLS INCLUDING THERMOSTATS, CONTROL PANELS, TIME SWITCHES, OVERRIDE TIMERS,
DAMPER MOTORS AND RELAYS REQUIRED TO PROVIDE THE DESIRED SEQUENCE OF OPERATION. PROVIDE
INTEGRATED WIRING DIAGRAMS SHOWING INTERCONNECTIONS BETWEEN FIELD-INSTALLED EQUIPMENT AND
PACKAGE WIRING FURNISHED WITH THE HVAC EQUIPMENT.
PER MALL STANDARDS, EACH RTU SHALL BE MONITORED AND CONTROLLED BY SHOPPING CENTER'S BMS.A
MINIMUM OF ONE CONTROLLER TO BE INSTALLED IN EACH HVAC UNIT. EACH CONTROLLER TO HAVE AS A MINIMUM,
THE FOLLOWING POINTS:
• FAN DISCHARGE TEMP
• MIXED AIR TEMP
• SPACE TEMP
• FLOW STATUS SWITCH
• COOLING CIRCUIT
• HEATING CIRCUIT
• FAN START/STOP
• ECONOMIZER MODULATION
• OUTDOOR AIR TEMP
DIVISION 15 CONTRACTOR TO PROVIDE TEMPORARY HONEYWELL OR EQUAL ELECTRONIC NON-PROGRAMMABLE
TYPE THERMOSTAT, MANUAL CHANGEOVER, SWITCHING SUB-BASE, MULTI-STAGE AS REQUIRED TO MATCH UNIT
COOLING/HEATING STAGING. LOW-VOLTAGE TYPE NON-PROGRAMMABLE HEATING AND COOLING THERMOSTATS
SHALL BE HONEYWELL SERIES T FOCUSPRO 5000 OR EQUAL WITH INTEGRAL SUB-BASE. INSTALL THERMOSTATS AT
48" AFF TO MEET ADA REQUIREMENTS UNLESS OTHERWISE NOTED ON THE PLANS.
EQUIPMENT SUPPLIER SHALL PROVIDE SUPERVISION AND ON-JOB CHECKOUT SERVICE AS REQUIRED TO ENSURE
THAT INSTALLATION MEETS REQUIREMENTS OF THE SPECIFICATION.
AFTER COMPLETION OF INSTALLATION, SHOPPING CENTER BMS CONTRACTOR SHALL CALIBRATE & ADJUST ALL
THERMOSTATS, CONTROL VALVES, MOTORS & OTHER EQUIPMENT PROVIDED AS PART OF THE TEMPERATURE
CONTROL SYSTEM. HE SHALL THEN PLACE IN COMPLETE OPERATING CONDITION SUBJECT TO THE APPROVAL OF
THE ENGINEER.
TEMPERATURE CONTROLS SHALL BE CALIBRATED TO +/- 2-DEG F.
TEMPERATURE CONTROLS SHALL ALLOW AN OCCUPANT ADJUSTMENT RANGE OF +/- 2-DEG F.
TEMPERATURE CONTROLS SHALL BE LABELED WITH ASSOCIATED HVAC UNIT AND INSTALLED PER MANUFACTURER'S
SPECIFICATIONS INCLUDING LOCATING THE UNITS ON SURFACES THAT ARE NOT EXPECTED TO EXPERIENCE
RAPIDLY CHANGING TEMPERATURES.
EQUIPMENT
ALL AUTOMATIC CONTROL VALVES AND DAMPERS SHALL BE FURNISHED AND INSTALLED BY THE MECHANICAL
CONTRACTOR.
MANUFACTURERS AND MODEL NUMBERS ARE LISTED FOR REFERENCE AS TO QUALITY AND FEATURES REQUIRED
FOR THE CONTROL DEVICES. PROVIDE CONTROL DEVICES AS REQUIRE BY SHOPPING CENTER BMS.
15A. 5 SEQUENCE OF OPERATION
HVAC UNITS (EXCLUDING COMPUTER ROOM UNIT)
SHALL SWITCH TO OCCUPIED MODE ONE HOUR BEFORE DOOR OPEN TIME AND SHALL SWITCH TO UNOCCUPIED MODE
ONE HOUR AFTER DOOR CLOSE TIME.
INTERIOR RELATIVE HUMIDITY IS LIMITED BY DESIGN TO LESS THAN 50% RELATIVE HUMIDITY TO COMPLY WITH
VERIZON WIRELESS OPR.
SETPOINTS
OCCUPIED SETPOINTS SHALL BE:
72ºF -COOLING
68ºF –HEATING
LOCALLY CHANGING THE HEATING/COOLING SETPOINT SHALL ENABLE A 120 MINUTES SETPOINT (± 2*F ADJUSTMENT)
OVERRIDE.
UNOCCUPIED SETPOINTS SHALL BE:
80ºF –COOLING
60ºF -HEATING
ECONOMIZATION –IF EQUIPMENT IS SO EQUIPPED
ECONOMIZER CONTROL SHALL COMPARE OUTDOOR AIR ENTHALPY TO RETURN AIRE ENTHALPY AND SELECT THE
LOWER ENTHALPY (RETURN OR OUTDOOR AIR) FOR COOLING.
IF OUTDOOR AIR IS SELECTED FOR COOLING, THE OUTDOOR AIR DAMPER SHALL BE PROPORTIONED OPEN TO
MAINTAIN BETWEEN 50 DEG. F. AND 56 DEG. F. SUPPLY AIR DISCHARGE TEMPERATURE.
DEMAND VENTILATION –IF EQUIPMENT IS SO EQUIPPED
PER ASHRAE 90.1, DURING UNOCCUPIED HOURS THE OUTDOOR AIR DAMPERS SHALL BE SET TO CLOSED. DURING
OCCUPIED HOURS, THE OUTDOOR AIR DAMPER SHALL OPEN TO THE LOW MINIMUM POSITION AS PROGRAMMED INTO
THE RTU PRODIGY CONTROLLER. PRODIGY PROGRAMMING SHALL BE ESTABLISHED BY THE TEST & BALANCE
CONTRACTOR TO ACHIEVE THE LOW MINIMUM OUTSIDE AIRFLOW INDICATED IN THE HVAC UNIT SCHEDULE DURING
BOTH LOW SPEED AND HIGH SPEED FAN OPERATION. IF INDOOR CO2 LEVELS RISE ABOVE 1050 PPM (BASED ON AN
OUTDOOR BASELINE CO2 LEVEL OF 400 PPM AND 650 PPM DIFFERENTIAL -ADJUSTABLE) THE OUTDOOR AIR DAMPER
SHALL MODULATE TOWARD THE HIGH MINIMUM POSITION AS PROGRAMMED INTO THE RTU PRODIGY CONTROLLER.
OUTDOOR AIR DAMPER SHALL BE AT HIGH MINIMUM POSITION AT CO2 LEVELS OF 1150 PPM. PRODIGY
PROGRAMMING SHALL BE ESTABLISHED BY THE TEST AND BALANCE CONTRACTOR TO ACHIEVE THE HIGH MINIMUM
OUTSIDE AIRFLOW INDICATED IN THE HVAC UNIT SCHEDULE DURING HIGH FAN SPEED OPERATION.
EMS CO2 LEVEL ALARM
THE EMS SHALL ALARM IF INDOOR CO2 LEVEL EXCEEDS 1400 PPM (ADJUSTABLE) FOR A PERIOD OF 120 MINUTES
(ADJUSTABLE). ALARM SHALL CLEAR WHEN THE INDOOR CO2 LEVEL DROPS BELOW 1300 PPM (ADJUSTABLE) FOR 5
MINUTES (ADJUSTABLE).
INDOOR BLOWER
OCCUPIED –THE BLOWER SHALL OPERATE CONTINUOUSLY
UNOCCUPIED -THE BLOWER SHALL OPERATE ON DEMAND, HEATING/COOLING
RUNTIMES
ACCUMULATED RUNTIMES FOR THE COMPRESSOR AND INDOOR BLOWER SHALL BE PROVIDED.
OUTDOOR AIR LOCKOUT
WHEN TWO OR MORE UNITS SERVE A COMMON AREA (SALES FLOOR ZONE) THE OPERATING MODE
(HEATING/COOLING) SHALL BE SET BY THE OUTDOOR AIR TEMPERATURE. WHEN THE OUTSIDE AIR TEMPERATURE IS
GREATER THAN 50°F (ADJ) THE OPERATING MODE SHALL BE COOLING. WHEN THE OUTSIDE AIR TEMPERATURE IS
LESS THAN 50°F (ADJ) THE OPERATING MODE SHALL BE HEATING.
PROVIDE FREEZESTAT IN THE SUPPLY AIR DUCT TO SHUT DOWN THE SUPPLY FAN AND CLOSE THE OUTDOOR AIR
DAMPER IF TEMPERATURE IN THE SUPPLY DUCT DROPS BELOW 40-DEGREES FAHRENHEIT.
RESTROOM AND JANITOR CLOSET EXHAUST FAN
RESTROOM / JANITOR CLOSET EXHAUST FAN (EF-1) SHALL BE INTERLOCKED TO TIMECLOCK TO ALLOW FOR
CONTINUOUS OPERATION DURING OCCUPIED HOURS AND SHALL SHUT DOWN DURING UNOCCUPIED HOURS.
TELCO SPLIT AC UNIT (CRU-1 / ACCU-1)
SYSTEM SHALL BE AVAILABLE FOR OPERATION 24/7. UPON A RISE IN SPACE TEMPERATURE SETPOINT OF 78
DEGREES F (ADJUSTABLE), CRU-1 / ACCU-1 SHALL ENERGIZE AND CYCLE COMPRESSOR AS REQUIRED TO MAINTAIN
SPACE TEMPERATURE.
UPON A DROP IN SPACE TEMPERATURE BELOW SETPOINT, CRU-1 / ACCU-1 SHALL DE-ENERGIZE
HEAT PUMP AC UNIT (FCU-1 / HP-1)
REFERENCE THE HEAT PUMP UNIT CONTROL MATRIX FOR SEQUENCE OF OPERATIONS.
HVAC TEMPERATURE CONTROLS
Mechanical and Electrical Engineers
Lilker Associates
1001 Avenue of the Americas
New York, NY 10018
tel 212.695.1000
fax 212.695.1299
www.lilker.com
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2022 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
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2023-0069
Proposed
Store Design
for: VERIZON
Metro Pointe
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/2024
3/15/2024
HVAC SPECIFICATIONS
M.0.1
BS
RT
34 OF 81
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
1. ENTIRE INSTALLATION SHALL COMPLY WITH ALL LOCAL AND STATE CODES,
INCLUDING ENERGY CODES, AND ALL OTHER AUTHORITIES HAVING JURISDICTION.
2. PROPER FIRE PROTECTION MEASURES, SATISFACTORY TO THE LOCAL FIRE
DEPARTMENT, SHALL BE TAKEN WHEN WELDING OR CUTTING WITH TORCHES OR
ELECTRIC ARC.
3. CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED PERMITS AND
APPROVALS. ALL REQUIRED SPECIAL AND CONTROLLED INSPECTIONS SHALL BE BY
THIS CONTRACTOR.
4. IT SHALL BE THE CONTRACTORS SOLE RESPONSIBILITY TO PROVIDE ALL REQUIRED
DOCUMENTS, PAY ALL FEES AND TO SEPARATELY FILE AND OBTAIN ALL APPROVALS
AND PERMITS REQUIRED FOR ALL WORK INVOLVED IN TEMPORARY HEATING
SYSTEM(S) TO BE USED AT THE SITE. ALL WORK SHALL BE PROVIDED AND INSTALLED
PER THE REQUIREMENTS OF THE NYC BUILDING CODE.
5. PROVIDE SEISMIC BRACING AND ANCHORING OF MECHANICAL EQUIPMENT, PIPING,
AND DUCTWORK IN ACCORDANCE WITH THE GOVERNING CODES. THE STRUCTURAL
DESIGN AND APPLICATION OF SEISMIC RESTRAINTS SHALL MEET THE CODE CRITERIA
LISTED "DESIGN CRITERIA". THE CONTRACTORS SHALL RETAIN AN INDEPENDENT
PROFESSIONAL ENGINEER TO DESIGN SEISMIC RESTRAINTS, PREPARE INSTALLATION
DETAILS, SUPERVISE INSTALLATION, AND CERTIFY THAT THE INSTALLATION MEETS
THE CODE CRITERIA LISTED HEREIN. SIGNED AND SEALED INSTALLATION DETAILS
AND CALCULATIONS SHALL BE SUBMITTED AS SHOP DRAWINGS.
6. ALL SUPPORT SYSTEMS (SUPPORTS, HANGERS, ANCHORS, GUIDES, BRACING,
FASTENERS, WELDS, ETC.) FOR EQUIPMENT AND SYSTEMS INSTALLED OR REVISED
AS PART OF THIS CONTRACT SHALL BE DESIGNED, SELECTED AND INSTALLED BY THE
CONTRACTOR TO RESIST ALL SEISMIC, WIND AND GRAVITY LOADS. UNDER CERTAIN
CONDITIONS, THE APPLICABLE CODES REQUIRE THESE LOADS, OR A COMBINATION
OF THESE LOADS, BE CONSIDERED AS "COINCIDENTAL". THE CONTRACTOR SHALL
ALSO BE RESPONSIBLE FOR CONFIRMING THAT THE COMPONENT OF THE BUILDING
STRUCTURE WHERE THESE SUPPORT SYSTEMS ARE ATTACHED IS ABLE TO RESIST
THE DESIGN LOADS TRANSFERRED TO THIS BUILDING COMPONENT.
7. ALL PENETRATIONS OF FLOORS (WHETHER OR NOT FIRE RESISTANCE RATED) AND
ALL PENETRATIONS OF FIRE RATED WALLS AND FLOORS SHALL BE PROVIDED WITH A
THROUGH-PENETRATION PROTECTION SYSTEM (FIRESTOPPING). EACH THROUGH-
PENETRATION PROTECTION SYSTEM SHALL BE TESTED IN ACCORDANCE WITH ASTM
E814 AND BE LISTED FOR THE TYPE OF FLOOR OR WALL ASSEMBLY PENETRATED AND
THE TYPE OF PROTECTION SYSTEM.
8. ALL AIR MOVING DEVICES, INCLUDING BUT NOT LIMITED TO AIR HANDLING UNITS, AIR
CONDITIONING UNITS, AND UNIT VENTILATORS, MUST COMPLY WITH AMCA STANDARD
210 AND ASHRAE STANDARD 62.1-2007.
9. DRAWINGS ARE INTENDED TO SHOW THE PROPER SIZE AND GENERAL LOCATIONS OF
THE EQUIPMENT, PIPING, DUCTWORK, ETC. DRAWINGS ARE DIAGRAMMATIC AND
INDICATE GENERAL ARRANGEMENT OF SYSTEMS AND WORK INCLUDED IN CONTRACT.
DEVIATIONS FROM LAYOUT SHOWN MUST BE APPROVED BY THE ARCHITECT.
10. SHOP DRAWINGS SHALL BE PREPARED WITH COMPLETE DIMENSIONAL INFORMATION,
INCLUDING COORDINATES TO BRANCH DUCT AND DIFFUSERS STUBS. ELEVATIONS TO
THE UNDERSIDE OF DUCTS, SHALL BE CLEARLY INDICATED ON THE DRAWING
SUBMITTED AND SHALL BE CAREFULLY CHECKED FOR CONFORMANCE WITH CEILING
HEIGHT REQUIREMENTS. ALL CONFLICTS MUST BE FLAGGED ON THE SHOP
DRAWINGS.
11. THE SHEET METAL SHOP DRAWINGS SHALL INDICATE ALL HUNG CEILING STARTING
POINTS, ELEVATIONS AND BREAK LINES. WHERE PIPING, LIGHTS AND DUCTWORK
CONFLICTS; DUCTWORK SHALL BE SET UP OR DOWN.
12. SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR CONSTRUCTION PHASING
REQUIREMENTS.
13. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF ALL OTHER
TRADES.
14. CONTRACTOR SHALL COORDINATE WITH ALL ARCHITECTURAL DRAWINGS.
15. CONTRACTOR IS RESPONSIBLE TO COORDINATE AND INCLUDE IN HIS BID THE
RELOCATION OF ALL PIPING, DUCTWORK, HANGERS, CONDUITS, ETC. REQUIRED TO
INSTALL NEW EQUIPMENT, PIPING, DUCTWORK, ETC.
16. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING OF WALLS,
CEILINGS, ROOFS AND FLOORS REQUIRED AS A RESULT OF HIS WORK.
17. DUCTWORK AND PIPING LAYOUTS ARE SCHEMATIC DIAGRAMS AND ARE INTENDED TO
SHOW GENERAL ARRANGEMENT, SIZE AND CAPACITY AND DO NOT NECESSARILY
INDICATE WHICH PIPE OR DUCT IS ABOVE OR BELOW THE OTHER. ALL OFFSETS ARE
NOT NECESSARILY SHOWN. CONTRACTOR SHALL ARRANGE AND COORDINATE THE
WORK, FURNISH NECESSARY OFFSETS, VALVES, VENTS AND FITTINGS TO AVOID
CONFLICT WITH OTHER MECHANICAL AND ELECTRICAL SERVICES AND STRUCTURAL
AND ARCHITECTURAL ELEMENTS WITHOUT ADDITIONAL COST TO THE OWNER. IF
AREAS OF CONFLICT ARE ENCOUNTERED, THE ARCHITECT SHALL BE NOTIFIED AND
CONTRACTOR'S RECOMMENDATIONS SHALL BE SUBMITTED TO THE ARCHITECT FOR
APPROVAL BEFORE WORK HAS BEGUN.
18. CONTRACTOR SHALL PROVIDE ALL NECESSARY MISCELLANEOUS STEEL FOR THE
SUPPORT OF ALL EQUIPMENT, PIPING, CONDUIT AND DUCTWORK. SUSPENDED
FROM SLAB, STEEL, WALL, OR TRUSSWORK.
19. UNLESS OTHERWISE NOTED ON THE DRAWINGS, ALL MECHANICAL EQUIPMENT
SHALL BE MOUNTED ON VIBRATION ISOLATORS TO PREVENT THE TRANSMISSION
OF SOUND TO THE BUILDING STRUCTURE. VIBRATION ISOLATORS SHALL BE IN
ACCORDANCE WITH THE SPECIFICATIONS AND SHALL BE BASED ON ACTUAL
WEIGHT DISTRIBUTION OF THE EQUIPMENT FURNISHED. DEFLECTIONS SHALL BE
AS NOTED ON THE EQUIPMENT SHOP DRAWING SUBMITTALS.
20. CONTRACTOR SHALL ENSURE THAT ALL MECHANICAL DEVICES ARE INSTALLED IN
A LOCATION WHICH AFFORDS ACCESSIBILITY FOR MAINTENANCE AND REPAIR.
COORDINATE INSTALLATION AMONG ALL TRADES TO AVOID INTERFERENCES, AND
LOCATE EQUIPMENT TO PROVIDE CLEARANCES WHICH EXCEED THOSE
RECOMMENDED BY THE EQUIPMENT MANUFACTURER. PRIOR TO PROJECT
COMPLETION, REPRESENTATIVES OF THE OWNER WILL REVIEW EACH
INSTALLATION AND WILL DIRECT CHANGES WHENEVER ACCESS OR
SERVICEABILITY IS, IN THEIR OPINION, UNACCEPTABLE.
21. ALL MECHANICAL CONTROLS (THERMOSTATS, SENSORS, ETC.) SHALL BE
INSTALLED AT A HEIGHT OF 5'-0" ABOVE FLOOR. COORDINATE EXACT LOCATION
AND MOUNTING HEIGHT WITH ARCHITECT PRIOR TO INSTALLATION.
22. OWNER PROVIDED EQUIPMENT SHALL BE RECEIVED AND INSTALLED BY THE
MECHANICAL CONTRACTOR. ALL COST ASSOCIATED WITH RIGGING, RECEIVING
AND STORAGE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
23. ALL ACCESS DOORS IN FINISHED WALLS AND CEILINGS SHALL BE SUPPLIED BY
THIS CONTRACTOR AND SHALL BE FRAMELESS TYPE SUITABLE FOR THE
CONSTRUCTION TYPE INDICATED ON THE ARCHITECTURAL DRAWINGS.
COORDINATE ALL LOCATIONS OF ACCESS DOORS WITH ARCHITECTURAL
DRAWINGS. LOCATE VALVES SO AS TO BE WITHIN ONE (1) FOOT OF AN ACCESS
DOOR.
24. EXACT LOCATION OF DIFFUSERS, GRILLES AND REGISTERS TO BE COORDINATED
WITH ARCHITECTURAL PLANS.
25. CONTRACTOR SHALL BE RESPONSIBLE FOR BALANCING OF AIR QUANTITIES AT
ALL AIR CONDITIONING OUTLETS AND INLETS.
26. HVAC CONTRACTOR SHALL CHANGE FILTERS IN ALL AIR HANDLING UNITS PRIOR
TO DELIVERY OF SYSTEM TO OWNER.
27. DUCT-MOUNTED SMOKE DETECTORS SHALL BE PROVIDED IN THE SUPPLY AND
RETURN DUCTS OF ALL AIR HANDLING UNITS WITH A CAPACITY GREATER THAN
2,000 CFM. WHERE A RETURN AIR PLENUM IS SHARED BETWEEN MULTIPLE AIR
HANDLING UNITS TOTALING GREATER THAN 2,000 CFM, A DUCT SMOKE DETECTOR
SHALL BE PROVIDED IN THE RETURN DUCT OF EACH AIR HANDLING UNIT.
28. ALL ROTATING HVAC EQUIPMENT SHALL BE SUPPORTED OR SUSPENDED ON
VIBRATION ISOLATORS. PROVIDE FLEXIBLE CONNECTORS AT ALL DUCT AND PIPE
CONNECTIONS TO ROTATING EQUIPMENT.
29. DUCT SIZES SHOWN ARE CLEAR INSIDE DIMENSIONS.
30. PROVIDE DOUBLE THICKNESS TURNING VANES IN ALL SQUARE ELBOWS.
31. PROVIDE VOLUME DAMPER ON EACH BRANCH TAKE OFF FROM DUCT MAIN, AND
ON EACH DIFFUSER TAKE OFF FROM BRANCH DUCT OR MAIN.
32. PROVIDE AND INSTALL COMBINATION FIRE AND SMOKE DAMPERS AND ACCESS
DOORS IN ALL DUCTWORK PENETRATING FIRE RATED WALLS (2 HOURS OR MORE).
FIRE DAMPERS AND ACCESS DOORS SHALL BE PROVIDED AND INSTALLED IN ALL
DUCTWORK PENETRATING FIRE RATED WALLS 1-1/2 HOUR OR LESS. ALL ACCESS
DOORS SHALL BE A MINIMUM OF 12"X 12" UNLESS OTHERWISE NOTED.
33. WHERE PIPING CONNECTIONS FOR THE EQUIPMENT SUCH AS PUMPS, AC UNITS,
COILS ETC. DIFFER FROM THE LINE SIZE, IT SHALL BE THE RESPONSIBILITY OF
THE MECHANICAL CONTRACTOR TO FURNISH AND INSTALL THE NECESSARY
REDUCERS OR EXPANDER FITTING TO ENABLE CONNECTION BETWEEN THE
PIPING SYSTEM AND THE EQUIPMENT.
34. PROVIDE CAPPED MANUAL AIR VENTS AT ALL HYDRONIC SYSTEM HIGH POINTS,
AND BEFORE ALL VERTICAL DROPS IN DIRECTION OF FLOW, PROVIDE CAPPED
HOSE DRAINS AT ALL SYSTEM LOW POINTS, SO AS TO ENABLE THE COMPLETE
DOWN-DRAIN OF THE SYSTEM.
35. ALL CONDENSATE DRAIN LINES SHALL COMPLY WITH N.S.P.C. 9.9.2 (AIR
CONDITIONING CONDENSATE POINT OF DISCHARGE). NO PLASTIC PIPING SHALL
BE INSTALLED IN PLENUM CEILING.
36. MINIMUM SIZE OF ALL CONDENSATE DRAIN PIPING SHALL BE 3/4" UNLESS
OTHERWISE NOTED. ALL DRAIN PIPING SHALL BE PITCHED IN THE DIRECTION OF
FLOW, MIN. 1" IN 40 FT.
37. PROVIDE SHUT-OFF VALVES AT ALL BRANCH PIPING CONNECTIONS TO MAINS.
38. INSTALL ALL DIELECTRIC UNIONS IN A MANNER WHICH MAKES THEM READILY
ACCESSIBLE FOR FUTURE REPAIR OR REPLACEMENT. BRASS VALVES, FITTINGS,
ETC. ARE NOT ACCEPTABLE IN LIEU OF DIELECTRIC UNIONS.
GENERAL MECHANICAL NOTES
AD
POSITIVE PRESSURE DUCT (SUPPLY) UP
POSITIVE PRESSURE DUCT (SUPPLY) DOWN
SLOPING RISE IN DUCTWORK
SLOPING DROP IN DUCTWORK
ACCESS DOOR IN DUCT
18x12
18x12
18"ø
18"ø
FC
FC
DUCT SIZE (CLEAR INSIDE DIMENSION)
FIRST FIGURE INDICATES PLAN DIMENSION
ROUND DUCT DIAMETER SIZE
ACOUSTIC LINING IN DUCT
(SIZE NOTED INDICATES INSIDE DIMENSION)
FLEXIBLE CONNECTION
VOLUME DAMPER
DUCTWORK SYMBOLS
R
D
D
SQUARE DUCT ELBOW WITH TURNING VANE
RADIUS ELBOW
DUCT SPLIT
BRANCH TAKE-OFF WITH VOLUME DAMPER
DUCT SMOKE DETECTOR
SUPPLY AIR CEILING DIFFUSER
4 WAY, 3 WAY, 2 WAY, 1 WAY
NEGATIVE PRESSURE DUCT (RETURN OR EXHAUST)
UP
NEGATIVE PRESSURE DUCT (RETURN OR EXHAUST)
DOWN
ADJUSTABLE SETPOINT CONTROLLER
'BUTTON SENSOR' TEMPERATURE SENSORS
T
MISCELLANEOUS SYMBOLS
X X X X
EXISTING WORK TO BE REMOVED
EXISTING WORK TO REMAIN
NEW WORK
CONNECT NEW WORK TO EXISTING
DISCONNECT EXISTING WORK
REVISION NUMBER?
MECHANICAL ABBREVIATIONS
°C DEGREES CELSIUS
°F DEGREES FAHRENHEIT
A AMPERES
AC AIR CONDITIONING
ACCU AIR CONDITIONING CONDENSING UNIT
AD ACCESS DOOR
AFF ABOVE FINISED FLOOR
AHU AIR HANDLING UNIT
AL ACOUSTIC LINING
AP ACCESS PANEL
ATC AUTOMATIC TEMPERATURE CONTROL
B BOILER
BG BOTTOM GRILLE
BHP BRAKE HORSEPOWER
BMS BUILDING MONITORING SYSTEM
BR BOTTOM REGISTER
BTU BRITISH THERMAL UNIT
BTUH BTU PER HOUR
CD CEILING DIFFUSER
CFM CUBIC FEET PER MINUTE
CG CEILING GRILLE
CLG CEILING
CO CLEAN OUT OR CARBON MONOXIDE
COD CABLE OPERATED DAMPER
COMPR COMPRESSOR
COND CONDENSATE
CR CEILING REGISTER
CU IN CUBIC INCHES
CU FT CUBIC FEET
CV CONSTANT VOLUME
D DROP
DB DRY BULB
DDC DIRECT DIGITAL CONTROL
DN DOWN
DWG DRAWING
DX DIRECT EXPANSION
EA EXHAUST AIR
EAT ENTERING AIR TEMPERATURE
EDB ENTERING DRY BULB
EF EXHAUST FAN
EL ELEVATION
ELEC ELECTRIC
EQ EQUAL
ER EXISTING TO BE RELOCATED
EWB ENTERING WET BULB
EWT ENTERING WATER TEMPERATURE
EXH EXHAUST
EXP EXPANSION
F FILTER
FA FREE AREA (SQ.FT.)
FC FLEXIBLE CONNECTION
FD FIRE DAMPER
FF FINAL FILTER
FLA FULL LOAD AMPERES
FPM FEET PER MINUTE
FPS FEET PER SECOND
FT FEET
FV FACE VELOCITY
ABBREVIATION DESCRIPTION
VFD VARIABLE FREQUENCY DRIVE
VENT VENTILATION AIR
W/WITH
W/O WITHOUT
W WIDTH
WB WET BULB
WMS WIRE MESH SCREEN
ABBREVIATION DESCRIPTION
HP HORSEPOWER
HR HOUR
HZ FREQUENCY IN HERTZ
IN INCH OR INCHES
KW KILOWATT
L LENGTH
LAT LEAVING AIR TEMPERATURE
LBS POUNDS
LDB LEAVING DRY BULB TEMPERATURE
L. FT. LINEAR FOOT
LWB LEAVING WET BULB TEMPERTAURE
MAX MAXIMUM
MBH THOUSAND BTU PER HOUR
MHP MOTOR HORSEPOWER
MIN MINIMUM
N NECK
N.C. NORMALLY CLOSED
NIC NOT IN CONTRACT
N.O. NORMALLY OPEN
NO. NUMBERS
NTS NOT TO SCALE
OA OUTSIDE AIR
OAI OUTSIDE AIR INTAKE
OBD OPPOSED BLADE DAMPER
OD OUTSIDE DIAMETER
OV OUTLET VELOCITY
PD PRESSUDE DROP
PHC PREHEAT COIL
PSI POUNDS PER SQUARE INCH
PSIA PSI ABSOLUTE
PSIG PSI GAUGE
R RISE
RA RETURN AIR
RAD RADIATION
RE RELOCATE EXISTING
REFR REFRIGERANT
RM ROOM
RPM REVOLUTIONS PER MINUTE
RR RETURN REGISTER
SA SUPPLY AIR
SF SUPPLY FAN
SG SUPPLY GRILLE
SP STATIC PRESSURE
SPEC SPECIFICATION
SS STAINLESS STEEL
TD TRANSFER DUCT
TEMP TEMPERATURE
TF TRANSFER FAN
TG TOP GRILLE
TR TOP REGISTER
TS TIP SPEED
TV TURNING VANES
TX TOILET EXHAUST
TYP TYPICAL
UON UNLESS OTHERWISE NOTED
V VOLTS
VAV VARIABLE AIR VOLUME
RF RETURN FAN
RH RELATIVE HUMIDITY
ABBREVIATION DESCRIPTION
1. CONTRACTOR TO PROVIDE COMPLETE SEISMIC ANCHORAGE AND BRACING FOR ALL
MECHANICAL EQUIPMENT THAT IS DIRECTLY MOUNTED ON THE FLOOR OR ROOF AND ALL
MECHANICAL EQUIPMENT THAT IS SUSPENDED FROM THE FLOOR, WALL OR SUPPORTED
BY VIBRATION ISOLATORS TO RESIST A HORIZONTAL FORCE ACTING IN ANY DIRECTION
USING THE CRITERIA OUTLINED IN THE 2022 CALIFORNIA BUILDING CODE. PROVIDE
ANCHORAGE CALCULATION AND DETAILS CERTIFIED BY A STRUCTURAL ENGINEER
REGISTERED IN THE STATE OF CALIFORNIA. THE INSTALLATION SHALL BE SUBJECT TO
THE APPROVAL OF THE STRUCTURAL ENGINEER AND THE CITY OF SAN FRANCISCO
BUILDING AND FIRE DEPARTMENTS.
2. ALL PIPING, DUCTWORK AND CONDUIT CROSSING BUILDING SEISMIC SEPARATIONS SHALL
BE PROVIDED WITH APPROVED FLEXIBLE CONNECTORS.
GENERAL SEISMIC NOTES
ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING:
PART 1 -2022 CALIFORNIA STANDARDS ADMINISTRATIVE CODE, TITLE 24 C.C.R
PART 2 -2022 CALIFORNIA BUILDING CODE (CBC)
PART 3 -2022 CALIFORNIA ELECTRICAL CODE, TITLE 24, C.C.R (WITH
NATIONAL ELECTRICAL CODE AND NATIONAL FIRE PROTECTION ASSOCIATION)
PART 4 -2022 CALIFORNIA MECHANICAL CODE
PART 5 -2022 CALIFORNIA PLUMBING CODE
PART 6 -2022 CALIFORNIA ENERGY CODE, TITLE 24 C.C.R
PART 11 -2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
APPLICABLE CODES
PERIODIC SPECIAL INSPECTION IS REQUIRED FOR CONCRETE EXPANSION
ANCHORS, (IF APPLICABLE TO THE PROJECT). THE SPECIAL INSPECTOR SHALL
VERIFY ANCHOR TYPE, DIMENSIONS, HOLE DIMENSIONS, ANCHOR EMBEDMENT,
TIGHTENING TORQUE AND ADHERENCE TO THE MANUFACTURER'S PRINTED
INSTALLATION INSTRUCTIONS.
SPECIAL INSPECTION
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,
120.2 AND 140.4 OF THE 2022 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 IF 50 PER
ASTM-84, NFPA-225 AND UL-723.
7. OUTSIDE AIR VENTILATION AND FILTRATION REQUIREMENTS SHALL BE PROVIDED PER
120.1(c) OF THE 2022 E.E.S.
8. DUCTWORK AND PLENUMS SHALL BE TO SEALED TO CLASS A. SEE 2022 CEC 120.4(B).
9. DUCT LEAKAGE TESTING SHALL BE PROVIDED PER 2022 CEC120.4(G)
10. OCCUPANT SENSOR VENTIALTION CONTROL DEVICES SHALL BE PROVIDED AS
REQUIRED BY 2022 CEC 120.1(d)5
TITLE 24 NOTES
I VERIFY AS THE DESIGNER OF RECORD THE DRAWINGS UNDER MY CHARGE
DO NOT ADVERSELY IMPACT THE EXISTING BUILDING'S LIFE SAFETY SYSTEMS
NON-INFRINGEMENT STATEMENT
NRCC-MCH-E
2022 BUILDING ENERGY EFFICIENCY STANDARDS
TITLE 24 -APPLICABLE MECHANICAL FORMS
NEW ROOFTOP AC UNIT (RTU-1) AND NEW SPLIT SYSTEM HEAT PUMP UNIT (FCU-1
/ HP-1) AND ASSOCIATED DUCTWORK DISTRIBUTION AND AIR OUTLETS ARE
BEING PROVIDED TO ACCOMMODATE THE NEW ARCHITECTURAL LAYOUT FOR
THE SPACE. A DUCTLESS SPLIT SYSTEM AC UNIT (CRU-1 AND ACCU-1) ARE ALSO
BEING PROVIDED FOR THE TELCO ROOM.
MECHANICAL SCOPE OF WORK DESCRIPTION
3
Mechanical and Electrical Engineers
Lilker Associates
1001 Avenue of the Americas
New York, NY 10018
tel 212.695.1000
fax 212.695.1299
www.lilker.com
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2022 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
KS
FL
DE
CT
AZ
AL
C-1967WY
RA011075GA
AR10400066IN
C-29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
NV 5521
WA 10344
13167AK
SD 11532
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2023-0069
Proposed
Store Design
for: VERIZON
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/24
3/15/24
4/5/24
MECHANICAL NOTES,
SYMBOLS &
ABBREVIATIONS
M.0.2
MB
KG
35 OF 81
3 6-3-2024 City Comments
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
1. PROVIDE VIBRATION ISOLATION, FAN MOUNTED SPEED CONTROL, AND DISCONNECT SWITCH.
2. PROVIDE GRAVITY BACKDRAFT DAMPER.
3. ELECTRIC CONTRACTOR SHALL INTERLOCK FAN OPERATION WITH TIMECLOCK / EMS.
FAN SCHEDULE
FAN
NO.
AREA OR
SYSTEM
SERVED
EXTERNAL
PRESS.
(IN. WG)
STARTERLOCATIONCFM FAN
RPM MODEL MOUNTING
NOTES:
HP VOLT/PH DRIVE MOTOR
RPM
MOTOR DATA
WEIGHT
(LBS)SONES REMARKS
EF-1 CEILING RESTROOMS / JC 300 0.6 TS 1190 CSP-A700-VG INLINE 0.1 115/1 DIRECT -39 1.9 1-4
BASIS OF DESIGN: GREENHECK
1. CONTRACTOR SHALL VERIFY WITH EQUIPMENT SUPPLIER EXACT ROUTING AND SIZE OF INSULATED REFRIGERANT PIPING. INSTALL PER MANUFACTURERS RECOMMENDATIONS.
2. DIVISION 26 CONTRACTOR TO PROVIDE DISCONNECT SWITCH FOR EVAPORATOR SECTION AND CONDENSING SECTION.
3. PROVIDE WITH WALL MOUNTED THERMOSTAT BY UNIT MANUFACTURER.
4. PROVIDE SUPPLEMENTAL CONDENSATE PUMP. COORDINATE POWER REQUIREMENTS WITH ELECTRICIAN.
CRU / ACCU
MARK LOCATION
NOTES:
TH
(MBH)CFM
EVAPORATOR SECTION
WEIGHT
(LBS)EER NOTES
CRU-1 / ACCU-1 R-410A 18 10.7 SEE BELOW
BASIS OF DESIGN: MITSUBISHIDUCTLESS MINI-SPLIT AC UNIT
MODEL NUMBERS SHALL NOT BE CONSIDERED COMPLETE AND MATERIAL SHALL NOT BE ORDERED BY MANUFACTURER AND MODEL NUMBER ONLY. REVIEW THE COMPLETE DESCRIPTION, NOTES AND
SPECIFICATIONS TO DETERMINE THE EXACT MATERIAL AND ACCESSORIES TO BE ORDERED. THE MANUFACTURERS LISTED ARE THE BASIS OF DESIGN.
TELCO 109 / ROOF
SERVICE
TELCO 109
MODEL
PKA-A18LA / PUY-A18NKA7
REFR.
TYPE
455
CONDENSING SECTION
MCA
(A)
11
MOCP
(A)
30
V/PH
208/1
AMBIENT
(DB)
100 30 / 90
SEER
19.8
NOM
TONS
1.5
1. EQUIPMENT SIZED FOR 105°F AMBIENT TEMPERATURE.
2. PROVIDE 2 INCH MERV 13, EFFICIENT PLEATED THROWAWAY AIR FILTERS
3. DISCONNECT SWITCH FURNISHED BY DIVISION 26 CONTRACTOR.
4. PROVIDE SINGLE POINT POWER CONNECTION.
5. COORDINATE SIZE OF CONDUCTOR TERMINATION LUGS WITH CONDUCTOR SIZES SHOWN ON ELECTRICAL DRAW
6. PROVIDE GFI, WC, 125 VAC, 20 AMP DUPLEX CONVENIENCE RECEPTACLE MOUNTED TO UNIT READY FOR FIELD WIRING WITH A COVER UL LISTED FOR WET AND DAMPER LOCATIONS WHEN IN USE.
COORDINATE POWER REQUIREMENTS WITH ELECTRICAL CONTRACTOR.
7. SPECIFIED FAN ESP ACCOUNTS FOR DUCT LOSSES EXTERNAL TO UNIT.
8. PROVIDE MOTOR HORSEPOWER TO OVERCOME INTERNAL UNIT STATIC PRESSURE DROP PLUS SPECIFIED EXTERNAL STATIC PRESSURE DROP. NOMINAL MOTOR HP SHALL BE NO LARGER THAN THE
FIRST AVAILABLE NOMINAL MOTOR SIZE GREATER THAN THE REQUIRED BHP.
9. PROVIDE STANDARD INSULATED ROOF CURB WITH MINIMUM HEIGHT OF 12 INCHES. PROVIDE SLOPED CURB IF NEEDED TO MATCH ROOF SLOPE. IN LIEU OF ROOF CURB, CONTRACTOR TO PROVIDE CURB
ADAPTER IF SUITABLE IN ORDER TO UTILIZE EXISTING OPENINGS FROM FORMER RTU'S.
10. SCHEDULED WEIGHT IS THE MAXIMUM ALLOWABLE OPERATING WEIGHT OF THE EQUIPMENT.
11. COOLING COIL LAT IS LEAVING AIR TEMPERATURE OF COIL
12. PROVIDE GUARDS TO PROTECT CONDENSER COIL FROM HAIL OR OTHER DAMAGE
13. PROVIDE HEATER TO MEET OR EXCEED SCHEDULED MINIMUM MBH OUTPUT. NOMINAL INPUT IS BASED ON LISTED MANUFACTURER'S STANDARD PRODUCT. COORDINATE EQUIPMENT GAS LOAD WITH
PLUMBING CONTRACTOR IF DIFFERENT FROM THAT SCHEDULED. MEET MINIMUM EFFICIENCY SCHEDULED.
14. PROVIDE WITH HUMIDITROL.
15. PROVIDE WITH ECONOMIZER.
16. PROVIDE WITH POWERED EXHAUST FAN.
MARK LOCATION
NOTES:
TC
(MBH)
EAT (F)
COOLING DATA
WEIGHT
(LBS)NOTES
RTU-1
BASIS OF DESIGN: LENNOXROOFTOP UNIT SCHEDULE
MODEL NUMBERS SHALL NOT BE CONSIDERED COMPLETE AND MATERIAL SHALL NOT BE ORDERED BY MANUFACTURER AND MODEL NUMBER ONLY. REVIEW THE COMPLETE DESCRIPTION, NOTES AND
SPECIFICATIONS TO DETERMINE THE EXACT MATERIAL AND ACCESSORIES TO BE ORDERED. THE MANUFACTURERS LISTED ARE THE BASIS OF DESIGN.
ROOF
SERVICE MODELREFR.
TYPE
OUTPUT
(MBH)
ELECTRICAL
MCA
(A)
MOCP
(A)V/PHESP
(IN)CFM
SUPPLY FAN
NOM
HP
SC
(MBH)DB WB DB WB
LAT (F)
(SEER)(EER)
MIN EFF NO.
STAGES
HEATING DATA
NO.
STAGESDRIVE TYPE
O.A.
(CFM)INPUT
(MBH)
R-410A45.9FRONT OF HOUSE LGT048H4E65.0 48.0 25 35 208/3 7601,600 0.75 1.0 39.9 80.0 55.9 17.6 2 212.855.1ECM DIRECT 350 60.0 SEE BELOW
NOM
TONS
4
A. 4-WAY THROW PATTERN UNLESS OTHERWISE INDICATED.
B. NECK SIZE SHOWN ON DRAWINGS. PROVIDE BRANCH DUCT TO MATCH NECK SIZE UNLESS OTHERWISE SHOWN ON
DRAWINGS.
C. PROVIDE BAKED ENAMEL FINISH, COLOR SHALL MATCH CEILING COLOR. REFER TO ARCHITECTURAL DRAWINGS.
D. FRAME TYPE TO MATCH CEILING/WALL CONSTRUCTION. COORDINATE WITH ARCHITECTURAL REFLECTED
CEILING/WALL PLAN.
E. PROVIDE DIFFUSERS,LINEAR SLOTS AND GRILLES WITH NO EXPOSED MOUNTING SCREWS.
F. PROVIDE WITH MANUFACTURER'S HOOD SCOOP DEVICE
G. FRONT BLADES PARALLEL TO LONG DIMENSION.
GRILLE, REGISTER AND DIFFUSER SCHEDULE
SYM
BOL MODEL NO FACE
TYPE
MOUNTING
LOCATIONSERVICE
NOMINAL
FACE SIZE
(IN)
MAX NC
MAX PRESS
DROP
(IN W.C)
NOTES:
REMARKS
BASIS OF DESIGN: TITUS
CD-1 SUPPLY PAS 24X24 PERFORATED CEILING 25 0.05 A-E
CD-2 SUPPLY PAS 12X12 PERFORATED CEILING 25 0.05 A-E
RG-1 RETURN PAR 24X24 PERFORATED CEILING 25 0.05
RG-2 EXHAUST PAR 12X12 PERFORATED CEILING 25 0.05
C-E
C-E
NOTES:
MODEL NUMBERS SHALL NOT BE CONSIDERED COMPLETE AND MATERIAL SHALL NOT BE ORDERED BY MANUFACTURER AND
MODEL NUMBERS ONLY. REVIEW THE COMPLETE DESCRIPTION, NOTES AND SPECIFICATIONS TO DETERMINE THE EXACT
MATERIAL AND ACCESSORIES TO BE ORDERED. THE MANUFACTURERS LISTED ARE THE BASIS OF DESIGN.
1.ALL CONDENSATE PUMPS SHALL BE UL 2043 LISTED FOR PLENUM RATED APPLICATION.
2.INSTALL PUMP WITHIN DRAIN PAN.
3.PROVIDE PUMP FOR EACH AC UNIT.
4.FLOAT-OPERATED CONTROL AND SECOND FLOAT SWITCH TO OPERATE A WARNING SIGNAL AND RELAY TO STOP THE AIR-CONDITIONING UNIT. (PROVIDE REQUIRED RELAY).
5.REFER TO FLOOR PLAN FOR APPROXIMATE UNIT LOCATIONS.
CP
MARK LOCATION
NOTES:
V/PH
MOTOR
NOTES
CP SEE BELOW
BASIS OF DESIGN: LITTLE GIANTCONDENSATE PUMP
SEE PLANS
EQUIPMENT
OR SYSTEM
SERVED
FCU-1, CRU-1
WATTS
20
TYPE GPH
HEAD
(FT. OF
WATER)
SHUTOFF
(FT. WATER)
10451 GAL
RESERVOIR
MODEL
VCC-20-P
HP
1/30 120/1 93
AMPS
1.5
1.DUCT HEATER SHALL BE SLIP IN TYPE
2.OVERCURRENT PROTECTION
3.SCR CONTROLLER FOR DUCT HEATER
4.CONTROL FUSE
5.PROVIDE FULL BREAK CONTACTOR
6.MAGNETIC CONTACTOR
7.UNIT MOUNTED DISCONNECT SWITCH
8.AUTOMATIC THERMAL CUTOUT
9.CONTROL PANEL NEMA 1
10.PROVIDE ELECTRONIC AIRFLOW SENSOR
11.TRANSFORMER WITH TRANSFORMER FUSE
12.CONFIGURE EDH-1 TO BE SECOND STAGE OF HEAT (AUXILIARY HEAT) FOR FCU-1. HEAT PUMP OPERATION OF FCU-1 SHALL BE THE PRIMARY SOURCE OF HEATING FOR THE SPACE.
EDH
MARK LOCATION
NOTES:
ENT.
TEMPERATURE F
MAX. P.D.
(IN. W.G.)NOTES
EDH-1 77 SEE BELOW
BASIS OF DESIGN: GREENHECKELECTRICAL HEATING COIL
OPEN OFFICE 104
EQUIPMENT
OR SYSTEM
SERVED
FCU-1 87
DUCT SIZE
WIDTH
(IN.)
10 -
ELECTRICAL
DATA
VOLT/PH
208/1
INPUT
KW
NO. OF
STEPS CFM AIR VEL.
(FPM)LVG.HEIGHT
(IN.)
DEPHT
(IN.)
12228451550SCR4
MODEL
IDHE
OUTSIDE AIR SCHEDULE (ASHRAE 62.1 VENTILATION CALCULATION)
SPACE NAME
RETAIL SALES 101
SYSTEM
ZONE FLOOR
AREA
Az
(SQ FT)
ZONE
POPULATION
Pz
(PEOPLE)
AREA
OUTDOOR
AIR RATE
Ra
(CFM/ SQ FT)
PEOPLE
OUTDOOR AIR
RATE
Rp
(CFM/ PERSON)
OUTDOOR AIR REQUIRED
Vbz = (Rp * Pz) + Ra * Az)
OUTDOOR
AIR
PROVIDED
(CFM)
1330 20 0.12 7.5 309.6 350RTU-1
FCU-1 OPEN OFFICE 104 710 7 0.06 5.0 77.6 100
INVENTORY 105 165 1 14.9 25
MANAGER'S OFFICE 106 90 2 15.4 25
0.06
0.06
5.0
5.0
RTU-1 TOTAL: 350 CFM
FCU-1 TOTAL: 150 CFM
FCU-1
FCU-1
Mechanical and Electrical Engineers
Lilker Associates
1001 Avenue of the Americas
New York, NY 10018
tel 212.695.1000
fax 212.695.1299
www.lilker.com
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2022 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
KS
FL
DE
CT
AZ
AL
C-1967WY
RA011075GA
AR10400066IN
C-29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
NV 5521
WA 10344
13167AK
SD 11532
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2023-0069
Proposed
Store Design
for: VERIZON
Metro Pointe
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/2024
3/15/2024
MECHANICAL
SCHEDULES - 1 OF 2
M.0.3
BS
RT
36 OF 81
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
FCU SPLIT SYSTEM HEAT PUMP SCHEDULE (AIR HANDLER)BASIS OF DESIGN: LENNOX
MARK LOCATION AREA SERVED
SUPPLY FAN COOLING DATA HEAT PUMP HEATING ELECTRICAL
CFM ESP
(IN)
NOM
HP
TOTAL
(MBH)
SENS.
(MBH)
EAT (°F)LAT (°F)
DB WB DB WB
MIN
OUT
(MBH)
AMBIENT
(DB)
ENT.
AIR
DB
(°F)
LVG.
AIR
DB
(°F)
V/PH MCA MOCP DISC
TYPE
STARTER
TYPE
WEIGHT MODEL #REMARKS
MODEL NUMBERS SHALL NOT BE CONSIDERED COMPLETE AND MATERIAL SHALL NOT BE ORDERED BY MANUFACTURER AND MODEL NUMBERS ONLY. REVIEW THE COMPLETE DESCRIPTION, NOTES AND SPECIFICATIONS TO DETERMINE THE EXACT
MATERIAL AND ACCESSORIES TO BE ORDERED. THE MANUFACTURER LISTED ARE THE BASIS OF DESIGN.
NOTES:
A. ASSOCIATED CONDENSING UNIT SHALL BE BY THE SAME MANUFACTURER
B. FOR COOLING EQUIPMENT SIZED FOR 105°F AMBIENT TEMPERATURE. HEAT PUMP HEATING CAPACITY BASED ON AMBIENT TEMPERATURE LISTED.
C. PROVIDE 1" MERV 13, PLEATED THROWAWAY AIR FILTERS.
D. PROVIDE WITH BOTTOM INLET CONNECTION.
E. PROVIDE WITH TOP OUTLET CONNECTION.
F. PROVIDE WITH 7-DAY PROGRAMMABLE THERMOSTAT WITH STAGED HEATING AND COOLING CAPABILITY AS REQUIRED FOR OPERATION OF HEAT PUMP HEATING, AUXILIARY HEATING (EDH-1), COOLING, AND CONTROLS.
G. DISCONNECT SWITCH FURNISHED BY DIV 26 CONTRACTOR.
H. STARTER FURNISHED BY DIV 26 CONTRACTOR.
I. PROVIDE SINGLE POINT POWER CONNECTION.
J. SPECIFIED FAN ESP ACCOUNTS FOR DUCT LOSSES EXTERNAL TO UNIT. FILTER LOSS IS AT A MAXIMUM 400 FPM FACE VELOCITY.
K. PROVIDE MOTOR HORSEPOWER TO OVERCOME INTERNAL UNIT STATIC PRESSURE DROP PLUS SPECIFIED EXTERNAL STATIC PRESSURE DROP, NOMINAL MOTOR HP SHALL BE NO LARGER THAN THE FIRST AVAILABLE NOMINAL MOTOR
SIZE GREATER THAN THE REQUIRED BHP.
L. PROVIDE WITH SPRING VIBRATION ISOLATION AND ALL-THREAD HANGING RODS.
M. PROVIDE HEATER TO MEET OR EXCEED SCHEDULED MINIMUM MBH OUTPUT. COORDINATE EQUIPMENT POWER SUPPLY WITH ELECTRICAL CONTRACTOR IF DIFFERENT FROM THAT SCHEDULED.
N. PROVIDE AUXILIARY DRAIN PAN WITH FLOOD DETECTOR SWITCH TO SHUT OFF UNIT WHEN WATER IS PRESENT IN DRAIN PAN.
O. ROUTE CONDENSATE DRAIN PIPING FROM UNIT TO NEAREST MOP SINK OR FLOOR DRAIN AND TERMINATE WITH CODE-APPROVED AIR GAP.
FCU-1 OPEN OFFICE 104 BACK OF HOUSE 1550 0.8 1 45.4 39.4 80.0 65.0 56.0 55.1 30.0 20 60.0 77.9 208/1 10 15 NF ECM 186 CBA27UHE-048 SEE BELOW
HP SPLIT SYSTEM HEAT PUMP SCHEDULE (CONDENSING UNIT)BASIS OF DESIGN: LENNOX
MARK LOCATION AREA SERVED
COOLING CAPACITY HEATING CAPACITY ELECTRICAL
TH
(MBH)
AMBIENT
(DB)
MIN EFF
(EER)(SEER)
CAP
(MBH)
AMBIENT
(DB)
MIN EFF
(HSPF)
V/PH MCA MOCP WEIGHT MODEL #REMARKS
MODEL NUMBERS SHALL NOT BE CONSIDERED COMPLETE AND MATERIAL SHALL NOT BE ORDERED BY MANUFACTURER AND MODEL NUMBERS ONLY. REVIEW THE COMPLETE DESCRIPTION,
NOTES AND SPECIFICATIONS TO DETERMINE THE EXACT MATERIAL AND ACCESSORIES TO BE ORDERED. THE MANUFACTURERS LISTED ARE THE BASIS OF DESIGN.
NOTES:
A. REFER TO HEAT PUMP CONTROL MATRIX, POINTS LIST AND SEQUENCE OF OPERATIONS.
B. EQUIPMENT CAPACITY SCHEDULED IS MINIMUM CAPACITY THAT MUST BE PROVIDED AT AMBIENT TEMPERATURE INDICATED.
C. CONTRACTOR SHALL VERIFY WITH EQUIPMENT SUPPLIER EXACT QUANTITY AND SIZE OF REFRIGERANT PIPING BASED ON FIELD ROUTING.
D. PROVIDE LIQUID LINE FILTER DRYER AND SIGHT GLASS.
E. PROVIDE HOUSEKEEPING PAD PER SPECIFICATIONS.
F. DISCONNECT SWITCH FURNISHED BY DIV 26 CONTRACTOR.
G. STARTERS FOR ALL MOTORS SHALL BE FURNISHED INTEGRAL WITH UNIT.
H. COORDINATE SIZE OF CONDUCTOR TERMINATION LUGS WITH CONDUCTOR SIZES SHOWN ON ELECTRICAL DRAWINGS.
I. PROVIDE CONDENSER COIL HAIL GUARDS.
J. PROVIDE HARD START KIT.
K. PROVIDE UNIT WITH EXTENDED REFRIGERANT LINE SETS.
HP-1 ROOF BACK OF HOUSE 47.5 105 12 16 30.0 20.0 9.0 208/3 19 30 294 SPB048H4-230 SEE BELOW
DISC
NF
REFR
TYPE
R-410A
NOM
TONS
4
NOM
TONS
4
Mechanical and Electrical Engineers
Lilker Associates
1001 Avenue of the Americas
New York, NY 10018
tel 212.695.1000
fax 212.695.1299
www.lilker.com
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2022 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
KS
FL
DE
CT
AZ
AL
C-1967WY
RA011075GA
AR10400066IN
C-29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
NV 5521
WA 10344
13167AK
SD 11532
C:
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2023-0069
Proposed
Store Design
for: VERIZON
Metro Pointe
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/2024
3/15/2024
MECHANICAL
SCHEDULES - 2 OF 2
M.0.4
BS
RT
37 OF 81
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
M
BDD
GENERAL MECHANICAL NOTES
1. PRIOR TO SUBMITTING BID, VISIT THE JOB SITE AND BECOME FULLY ACQUAINTED WITH THE EXISTING
CONDITIONS OF THE PROJECT. REVIEW THE GENERAL NOTES, SPECIFICATIONS AND OTHER DRAWINGS FOR
ADDITIONAL REQUIREMENTS WHICH MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE
CONSTRUCTION DOCUMENTS. NOTIFY ARCHITECT, ENGINEER AND/OR OWNER OF CONFLICTS OR DISCREPANCIES
PRIOR TO SUBMISSION OF BID.
2. EXISTING ROOFTOP UNITS, CONTROLS, PIPING, WIRING, DUCTWORK DISTRIBUTION, ETC SERVING THIS SPACE
SHALL BE REMOVED IN ACCORDANCE WITH ARCHITECTURAL DRAWINGS. EXISTING ROOF CURBS SHALL BE
REUSED AND MODIFIED WITH ROOF CURB ADAPTERS AS REQUIRED. ANY OTHER EXISTING OPENGS THRU ROOF
SHALL BE PATCHED AND SEALED AIR AND WATER TIGHT. ANY SYSTEMS PASSING THRU THIS SPACE SERVING
ADJACENT TENANTS SHALL REMAIN DURING DEMOLITION AND CONSTRUCTION PHASES.
3. EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND SITE VISITS AND MAY NOT REFLECT EXACT
"AS-BUILT" CONDITIONS. FIELD VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. COORDINATE
NEW WORK AND DEMOLITION WITH OTHER DISCIPLINES AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION.
4. COORDINATE THE INSTALLATION OF THE MECHANICAL SYSTEMS WITH OTHER TRADES TO ENSURE A NEAT AND
ORDERLY INSTALLATION. INSTALL DUCTWORK AND PIPING AS TIGHT TO STRUCTURE AS POSSIBLE. COORDINATE
WITH OTHER TRADES TO AVOID CONFLICTS. COORDINATE INSTALLATION OF DUCTWORK AND PIPING TO AVOID
CONFLICTS WITH ELECTRICAL PANELS, LIGHTING FIXTURES, ETC. ANY MODIFICATIONS REQUIRED DUE TO LACK
OF COORDINATION WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AT NO EXTRA COST TO THE OWNER.
5. WHERE SHUTDOWN OF EXISTING SYSTEMS IS REQUIRED DURING NEW WORK, COORDINATE SHUTDOWN TIME AND
DURATION WITH THE OWNER TO MINIMIZE DOWNTIME. NOTIFY OWNER SEVEN (7) DAYS PRIOR TO INTERRUPTION
OF SERVICE.
6. MAINTAIN A 15' MINIMUM CLEARANCE FROM OUTDOOR AIR INTAKES TO RESTROOM EXHAUST & SANITARY PIPING.
MAINTAIN A MINIMUM 2' CLEARANCE FROM ALL OTHER EQUIPMENT.
7. DURING INSTALLATION OF NEW WORK, AVOID DAMAGING EXISTING SURFACES AND EQUIPMENT TO REMAIN.
REPAIR DAMAGE CAUSED DURING CONSTRUCTION AT NO EXTRA COST TO THE OWNER.
8. CORROSION RESISTANT BIRD SCREENS WILL BE PROVIDED ON THE OUTDOOR AIR INTAKE OF ALL MECHANICAL
UNITS TO PREVENT BIRD NESTING & RESIST PENETRATION BY A 0.5" DIAMETER PROBE.
9. PROVIDE TEMPORARY BARRIERS TO CONTAIN DUST AND DEBRIS RESULTING FROM THE PERFORMANCE OF THE
WORK TO THE AREA WHERE WORK IS BEING PERFORMED.
10. ALL MECHANICAL EQUIPMENT SHOWN ON THE MECHANICAL PLANS SHALL BE PROVIDED BY THE MECHANICAL
CONTRACTOR UNLESS OTHERWISE NOTED.
11. NEW MECHANICAL EQUIPMENT, DUCTWORK AND PIPING ARE SHOWN AT APPROXIMATE LOCATIONS. FIELD
MEASURE FINAL DUCTWORK AND PIPING LOCATIONS PRIOR TO FABRICATION AND MAKE ADJUSTMENTS AS
REQUIRED TO FIT THE DUCTWORK AND PIPING WITHIN THE AVAILABLE SPACE. VERIFY THAT FINAL EQUIPMENT
LOCATIONS MEET MANUFACTURER'S RECOMMENDATIONS REGARDING SERVICE CLEARANCE AND PROPER
AIRFLOW CLEARANCE AROUND EQUIPMENT.
12. REFER TO ARCHITECTURAL DRAWINGS FOR RELATED CONSTRUCTION DETAILS AS APPLICABLE TO THE HVAC
SYSTEM. VERIFY CHASES AND PENETRATIONS SHOWN ON ARCHITECTURAL DRAWINGS THAT ARE INTENDED FOR
DUCTWORK AND PIPING MEET REQUIREMENTS.
13. INDOOR AIR QUALITY MEASURES: PROTECT INSIDE OF (INSTALLED AND DELIVERED) DUCTWORK AND HVAC UNITS
FROM EXPOSURE TO DUST, DIRT, PAINT AND MOISTURE. REPLACE INSULATION THAT HAS GOTTEN WET AT ANY
TIME DURING CONSTRUCTION, DRYING THE INSULATION IS NOT ACCEPTABLE. c SEAL ANY TEARS OR JOINTS OF
INTERNAL FIBERGLASS INSULATION. REMOVE DEBRIS FROM CEILING/RETURN AIR PLENUM INCLUDING DUST. AN
INDEPENDENT, PROFESSIONAL DUCT CLEANING COMPANY SHALL VACUUM CLEAN ANY DUCTWORK CONNECTED
TO HVAC UNITS THAT WERE OPERATED DURING THE CONSTRUCTION PERIOD AFTER NEW FILTERS ARE
INSTALLED AND PRIOR TO TURNING SYSTEM OVER TO THE OWNER. THE INTERNAL SURFACES AND ASSOCIATED
COILS OF ANY HVAC UNITS THAT WERE OPERATED SHALL ALSO BE CLEANED.
14. INSTALL DUCTWORK AND PIPING PARALLEL TO BUILDING COLUMN LINES UNLESS OTHERWISE SHOWN OR NOTED.
15. OVERHEAD HANGERS AND SUPPORTS FOR EQUIPMENT, DUCTWORK AND PIPING SHALL BE FASTENED TO
BUILDING JOISTS OR BEAMS. DO NOT ATTACH HANGERS AND SUPPORTS TO THE ABOVE FLOOR SLAB OR ROOF
EXCEPT WHERE CONCRETE INSERTS IN CONCRETE SLABS ARE ALLOWED BY THE SPECIFICATIONS.
16. COORDINATE LOCATION OF EQUIPMENT SUPPORTS WITH LOCATION OF EQUIPMENT ACCESS PANELS/DOORS TO
ENABLE SERVICE OF EQUIPMENT AND/OR FILTER REPLACEMENT. PROVIDE ARCHITECTURAL ACCESS PANELS FOR
ALL MECHANICAL EQUIPMENT LOCATED ABOVE INACCESSIBLE CEILINGS. ACCESS PANELS TO BE LOCATED TO
PROVIDE ADEQUATE ACCESS TO EQUIPMENT. COORDINATE LOCATION WITH ARCHITECTURAL RCP.
17. SEAL PENETRATIONS THROUGH THE BUILDING COMPONENTS IN ACCORDANCE WITH THE CONTRACT
SPECIFICATIONS. FIREPROOF PENETRATIONS THROUGH FIRE RATED COMPONENTS IN ACCORDANCE WITH U.L.
REQUIREMENTS.
18. COORDINATE THE EXACT MOUNTING SIZE AND FRAME TYPE OF DIFFUSERS, REGISTERS AND GRILLES WITH THE
SUPPLIER TO MEET THE CEILING, WALL AND DUCT INSTALLATION REQUIREMENTS.
19. ADJUST LOCATION OF CEILING DIFFUSERS, REGISTERS AND GRILLES AS REQUIRED TO ACCOMMODATE FINAL
CEILING GRID AND LIGHTING LOCATIONS AS COORDINATED WITH ARCHITECTURAL DRAWINGS.
20. LOCATE AND SET THERMOSTATS AT LOCATIONS SHOWN ON PLANS. VERIFY EXACT LOCATIONS WITH ARCHITECT
PRIOR TO INSTALLATION. INSTALL DEVICES WITH TOP OF DEVICE AT MAXIMUM 48" AFF TO MEET ADA
REQUIREMENTS UNLESS NOTED OTHERWISE ON PLANS. PROVIDE INSULATED BACKING FOR THERMOSTATS
MOUNTED ON EXTERIOR BUILDING WALLS. INSTALL WIRING IN CONDUIT PROVIDED BY DIVISION 26. AT A MINIMUM,
PROVIDE CONDUIT IN THE WALL FROM THE JUNCTION BOX TO 6" ABOVE THE CEILING.
21. COORDINATE THE LOCATION AND ELEVATION OF WALL-MOUNTED DEVICES WITH PRESENTATION BOARDS,
DISPLAY CABINETS, SHELVES OR OTHER COMPONENTS SHOWN ON THE ARCHITECTURAL DRAWINGS THAT ARE
TO BE INSTALLED UNDER OTHER DIVISIONS. CONTRACTOR WILL NOT BE REIMBURSED FOR RELOCATION OF
WALL-MOUNTED DEVICES CAUSED BY A LACK OF COORDINATION.
22. PROVIDE A MANUAL BALANCING DAMPER IN EACH BRANCH DUCT TAKEOFF FROM MAIN SUPPLY, RETURN,
OUTDOOR AND EXHAUST AIR DUCTS. PROVIDE CHORD OPERATED DAMPERS WHERE LOCATED ABOVE
INACCESSIBLE CEILINGS.
23. PROVIDE A PREFABRICATED 45 DEGREE, HIGH EFFICIENCY, RECTANGULAR/ROUND BRANCH DUCT TAKEOFF
FITTING WITH MANUAL BALANCING DAMPER AND LOCKING QUADRANT FOR BRANCH DUCT CONNECTIONS AND
TAKE-OFFS TO INDIVIDUAL DIFFUSERS, REGISTERS AND GRILLES.
24. BRANCH DUCTWORK TO AIR OUTLETS SHALL BE SAME SIZE AS OUTLET NECK SIZE UNLESS OTHERWISE NOTED.
25. REFER TO SPECIFICATIONS FOR DUCTWORK AND PIPING INSULATION REQUIREMENTS. DUCT SIZES ON
MECHANICAL PLANS INDICATE CLEAR INSIDE AIRFLOW DIMENSIONS, INCREASE SHEET METAL SIZES
ACCORDINGLY TO ACCOUNT FOR THICKNESS OF DUCT LINER.
26. FLEXIBLE DUCTWORK SHALL NOT EXCEED 5'-0" IN LENGTH AND SHALL BE INSTALLED AND SUPPORTED TO AVOID
SHARP BENDS AND SAGGING. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
27. PROVIDE A NEW SET OF AIR FILTERS IN UNITS PRIOR TO TESTING, ADJUSTING AND BALANCING AND BEFORE
TURNING SYSTEM(S) OVER TO OWNER.
28. HVAC SYSTEMS AND CONTROLS WILL BE COMMISSIONED PER THE REQUIREMENTS OF THE COMMISSIONING
SECTION OF THE LEED PROTOTYPE GREEN SPECIFICATIONS.
29. PRIOR TO COMMENCING WORK ON THE STORE, THE GENERAL CONTRACTOR SHALL PROVIDE COPIES OF THE
COMMISSIONING SPECIFICATIONS IN THE LEED PROTOTYPE GREEN SPECIFICATIONS TO THE MECHANICAL,
ELECTRICAL, PLUMBING, AND CONTROLS SUB-CONTRACTORS.
30. PROVIDE 1" ACOUSTICAL LINING ON AS FOLLOWS (INCREASE DUCT DIAMATER AS REQUIRED):
-ALL TRANSFER DUCTWORK AND PLENUMS.
-EXHAUST DUCTWORK: 15'-0" UPSTREAM AND DOWNSTREAM OF EXHAUST FANS.
-ALL EXPOSED SUPPLY AND RETURN AIR DUCTWORK.
-MINIMUM 25 FT UPSTREAM AND DOWNSTREAM OF AIR HANDLING UNITS
RETAIL SALES
101
RESTROOM
102
RESTROOM
103
OPEN OFFICE
104
INVENTORY
105
MANAGER
106
J.C.
107
TELCO
108
6"ø
CD-1
(145)
6"ø
CD-1
(145)
6"ø
CD-1
(145)
6"ø
CD-1
(145)
8"ø
CD-1
(200)
8"ø
CD-1
(200)
6"ø
CD-1
(145)
6"ø
CD-1
(145)
8"ø
CD-1
(200)
6"ø
CD-1
(80)
6"ø
CD-2
(75)
8"ø
RG-2
(100)
8"ø
RG-2
(100)
6"ø
CD-2
(75)8"ø
RG-1
(100)
8"ø
CD-1
(225)
8"ø
CD-1
(225)
8"ø
CD-1
(225)
6"ø
CD-1
(100)
8"ø
RG-1
6"ø
CD-1
(100)
8"ø
RG-1
6"ø
CD-2
(100)
6"ø
CD-2
(100)
6"ø
CD-2
(100)
22"x22"
RG-1
22"x22"
RG-1
12"x26"
26"x12"
12"x22"
12"x22"
14
"
x
1
0
"
10
"
x
1
0
"
10
"
x
8
"
10
"
x
6
"
8"ø
8"ø 8"ø
8"
ø
8"
ø
8"
ø
10
"
x
6
"
10"x6"
6"
ø
EF-1
(300)
10"x8"10"x6"
10
"
x
6
"
10"x6"
10
"
x
6
"
10
"
x
6
"
10
"
x
6
"
10"x8"
10
"
x
8
"
10 11
8
7
5
S
RTU-1
T
RTU-1
6
6
CRU-1
3
2
3
10
"
x
6
"
T
FCU-1
FCU-1
(1550)
(150)
9
10
"
x
8
"
D
EDH-1
8"ø
CD-1
(225)
12"x10"12"x12"
6"ø
6"ø
6"
ø
10
"
x
1
0
"
8"ø
6"ø
6"ø
6"ø
6"
ø
10"
x8"
12"ø
RG-1
6"ø
10
"
x
6
"
10"x6"
10
"
x
6
"
10"x6"
6"ø 10"x10"
10
"
x
1
0
"
14"x10"
8"
ø
10"x10"
14
"
x
1
2
"
COD
6"
ø
18"x12"
COD 6"
ø
22"x12"
8"ø
8"ø
18
"
x
1
0
"
CD
22"x14"
14"x8"
14"x8"
14"x8"
14"x12"18"x12"22"x12"
18"x12"
18
"
x
1
2
"
4
6
CD
10"x6"
18"x18"
RG-1
6"
ø
1
1
1
10
"
x
6
"
3
CODCOD
12
MECHANICAL KEYNOTES
PROVIDE 2-WAY DIFFUSER BLANK-OFF
DUCT SMOKE DETECTORS SHALL BE INSTALLED IN SUPPLY DUCT MAINS
AFTER ELECTRIC DUCT HEATER EDH-1.
1" DOOR UNDERCUT FOR MAKEUP AIR TO RESTROOMS AND JANITOR'S
CLOSET.
COORDINATE ROUTING OF REFRIGERANT PIPING AND POWER/CONTROL
WIRING FOR CRU-1 AND FCU-1 UP TO ROOF IN FIELD. UTILIZE PATHWAYS AND
SHAFT FROM FORMER EQUIPMENT SERVING FORMER TENANT, IF FEASIBLE.
CRU-1 TO BE LOCATED ABOVE DOORWAY, BELOW HUNG CEILING.
COORDINATE EXACT LOCATION WITH ALL TRADES. PROVIDE CONDENSATE
PUMP AND PIPE CONDENSATE TO MOP SINK IN JANITOR'S CLOSET.
NEW VERIZON-STANDARD THERMOSTAT TO BE PROVIDED FOR NEW RTU-1 IN
OPEN OFFICE. PROVIDE REMOTE TEMPERATURE SENSOR IN SALES AREA
AND TIE IN TO THERMOSTAT. THERMOSTAT SHALL OPERATE BASED ON
READINGS FROM REMOTE SENSOR. SENSOR TO BE MOUNTED 72" AFF AND
BE PLASTIC 'BUTTON SENSOR' SIMILAR TO MODEL ACI -A/CP-PBS, 10K TYPE
II THERMISTOR. COORDINATE INSTALLATION WITH CONTROLS CONTRACTOR
AS REQUIRED.
CONNECT NEW SUPPLY AND RETURN DUCTWORK TO EXISTING SUPPLY AND
RETURN DUCT RISERS FROM RTU-1 ON ROOF. CONNECT IN CEILING OF 1ST
FLOOR AND PROVIDE DUCT TRANSITIONS AS REQUIRED.
HANG UNIT FROM STRUCTURE ABOVE WITH SUPPLEMENTAL SUPPORTS AS
REQUIRED. PROVIDE HANGER RODS AND SPRING ISOLATORS. PROVIDE
FLEXIBLE CONNECTIONS AT ALL DUCT CONNECTIONS TO UNIT. PROVIDE
ACCESS DOORS FOR MANUFACTURER REQUIRED CLEARANCES IF LOCATED
ABOVE AN INACCESSIBLE CEILING. COORDINATE EXACT LOCATION OF
THERMOSTAT & CONTROL BOX WITH ARCHITECT BEFORE INSTALLING. SEE
SCHEDULES AND DETAILS FOR ADDITIONAL REQUIREMENTS.
PROVIDE 2" HIGH AUXILIARY DRIP PAN BELOW UNIT & SUPPORT
INDEPENDENTLY. DRIP PAN SHALL EXTEND 4" BEYOND ALL AC UNIT TRIM.
PROVIDE CONDENSATE PUMP IN PAN & PIPE TO NEAREST DRAIN.
COORDINATE WITH CONTROLS CONTRACTOR FOR INTERCONNECTION OF
LEAK DETECTION AND CONNECTION TO BMS.
PROVIDE 12"Wx12"H OUTSIDE AIR INTAKE LOUVER WITH MINIMUM 0.3 SQ FT
OF FREE AREA. PROVIDE 12"Wx12"Hx12"D INSULATED PLENUM. PITCH
TOWARD LOUVER. REFER TO DETAILS AND SPECIFICATIONS FOR
ADDITIONAL INFORMATION. FIELD COORDINATE EXACT PENETRATION
LOCATION. EXHAUST DISCHARGE SHALL BE MINIMUM 10 FEET FROM
OUTSIDE AIR INTAKES AND PROPERTY LINES.
PROVIDE 18"WX12"H EXHAUST AIR OPENING WITH MINIMUM 0.4 SQ FT OF
FREE AREA FOR EF-1. PROVIDE 18"WX12"HX12"D INSULATED PLENUM. PITCH
TOWARD LOUVER. REFER TO DETAILS AND SPECIFICATIONS FOR
ADDITIONAL INFORMATION. FIELD COORDINATE EXACT PENETRATION
LOCATION. EXHAUST DISCHARGE SHALL BE MINIMUM 10 FEET FROM
OUTSIDE AIR INTAKES AND PROPERTY LINES. PROVIDE CORROSION
RESISTANT SCREEN (HAVING NOT LESS THAN ¼’NOR LARGER THAN ½”
OPENING) ON EXHAUST AIR DISCHARGE LOUVER.
PROVIDE BACKDRAFT DAMPER AT EXHAUST OUTLET.
1
2
3
4
5
6
7
8
9
10
11
12
3
Mechanical and Electrical Engineers
Lilker Associates
1001 Avenue of the Americas
New York, NY 10018
tel 212.695.1000
fax 212.695.1299
www.lilker.com
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2022 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
KS
FL
DE
CT
AZ
AL
C-1967WY
RA011075GA
AR10400066IN
C-29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
NV 5521
WA 10344
13167AK
SD 11532
C:
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2023-0069
Proposed
Store Design
for: VERIZON
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/24
3/15/24
4/5/24
MECHANICAL
CONSTRUCTION PLAN
M.1.0
MB
KG
38 OF 81
1/4" = 1'-0"1 MECHANICAL CONSTRUCTION PLAN 3 6-3-2024 City Comments
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
ACCU-1
3
HP-1 3
RTU-11
2
4
WEIGHT OF EXISTING RTU-1 TO BE REMOVED: 1796 LB
WEIGHT OF NEW RTU-1: 760 LB
(NEW RTU-1 WEIGHS LESS THAN EXISTING)
EXISTING HIGH PARAPET WALL
PROVIDE PROPER CLEARANCES FOR EQUIPMENT AS
REQUIRED BY CODE.
3
3
MECHANICAL KEYNOTES
EXISTING RTU-1 SHALL BE DEMOLISHED AND NEW RTU-1 SHALL BE
INSTALLED ON ROOF IN THE SAME LOCATION. COORDINATE STRUCTURAL
OPENINGS AND DUCT PENETRATION LOCATIONS WITH STRUCTURAL
ENGINEER. PROVIDE NEW ROOF CURB ADAPTER AS REQUIRED. EXTEND GAS
PIPING FROM FORMER RTU TO POINT OF CONNECTION ON RTU. REFER TO
PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.
EXISTING DUCTWORK RISERS TO BE REUSED AND TIED INTO NEW RTU.
PROVIDE TRANSITIONS AS REQUIRED.
CONTRACTOR TO FIELD-COORDINATE FINAL LOCATION OF ACCU-1 AND HP-1
WITH ALL TRADES AND EXISTING CONDITIONS PRIOR TO
INSTALLATION. COORDINATE ROUTING OF REFRIGERANT PIPING AND
POWER/CONTROL WIRING FOR CRU-1 AND FCU-1 DOWN TO FIRST FLOOR IN
FIELD. UTILIZE PATHWAYS AND SHAFT THAT CONTAINS THE EXISTING
SUPPLY AND RETURN DUCTWORK FROM RTU-1, IF FEASIBLE.
APPROXIMATE LOCATION OF SHAFT (BELOW ROOF) THAT SERVES THE FIRST
FLOOR SPACE.
1
2
3
4
Mechanical and Electrical Engineers
Lilker Associates
1001 Avenue of the Americas
New York, NY 10018
tel 212.695.1000
fax 212.695.1299
www.lilker.com
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2022 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
KS
FL
DE
CT
AZ
AL
C-1967WY
RA011075GA
AR10400066IN
C-29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
NV 5521
WA 10344
13167AK
SD 11532
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2023-0069
Proposed
Store Design
for: VERIZON
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/24
3/15/24
4/5/24
MECHANICAL ROOF
CONSTRUCTION PLAN
M.1.1
MB
KG
39 OF 81
1/4" = 1'-0"1 MECHANICAL CONSTRUCTION PLAN 2 4-24-2024 City Comments
3 6-3-2024 City Comments
ROOF ACCESS DIAGRAM -KEY PLAN
(NOT TO SCALE)
3
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
Mechanical and Electrical Engineers
Lilker Associates
1001 Avenue of the Americas
New York, NY 10018
tel 212.695.1000
fax 212.695.1299
www.lilker.com
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2022 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
KS
FL
DE
CT
AZ
AL
C-1967WY
RA011075GA
AR10400066IN
C-29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
NV 5521
WA 10344
13167AK
SD 11532
C:
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2023-0069
Proposed
Store Design
for: VERIZON
Metro Pointe
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/2024
3/15/2024
MECHANICAL DETAILS
M.2.0
BS
RT
40 OF 81
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
Mechanical and Electrical Engineers
Lilker Associates
1001 Avenue of the Americas
New York, NY 10018
tel 212.695.1000
fax 212.695.1299
www.lilker.com
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2022 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
KS
FL
DE
CT
AZ
AL
C-1967WY
RA011075GA
AR10400066IN
C-29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
NV 5521
WA 10344
13167AK
SD 11532
C:
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V
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v
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2023-0069
Proposed
Store Design
for: VERIZON
Metro Pointe
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/2024
3/15/2024
MECHANICAL DETAILS
M.2.1
BS
RT
41 OF 81
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
Mechanical and Electrical Engineers
Lilker Associates
1001 Avenue of the Americas
New York, NY 10018
tel 212.695.1000
fax 212.695.1299
www.lilker.com
Kenneth A. Gruskin AIA
No. Date Description
Consultant:
Checked By:
Drawn By:
Job Address:
Drawing Title:
Revision Issue:
Professional Seal:
Drawing Number:
2022 Gruskin Architecture + Design, P.C.c
This document and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
and is not to be used in whole or in part for any other
project without the written authorization of GRUSKIN
ARCHITECTURE + DESIGN, P.C.
North
Arrow:
Job Name and Number:
Date Issued For
All Rights Reserved
Client:
Landlord:
Permit:
Bid:
Construction:
0006261
AR91629
5421
9613
39209
10635
2537
11016
5734
ARC 2596
4674
2666
AI 09999
2796
0401 011223
2572
17680
RA-015432-B
025528-1 NY
TX
VA
VT
MA
MT
RI
PA
NY
NJ
NH
MD
LA
ME
KS
FL
DE
CT
AZ
AL
C-1967WY
RA011075GA
AR10400066IN
C-29898CA
NM 004168
ARC-400347CO
HI AR 11489
PR 19965
OR 4899
SC 6834
NC 9961
13761OH
05713IA
WV 3727
IL 001-019152
UT 5881358-0301
ID AR-984459
1301052379MI
ARC100723DC
WI 9900-005MN44326
A-3547NE
3811AR
5967KY 101374TN
MS 3860
1666ND
A-2005029740MO
a4895OK
NV 5521
WA 10344
13167AK
SD 11532
C:
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v
t
2023-0069
Proposed
Store Design
for: VERIZON
Metro Pointe
3500 South Bristol Street
Suite 100
Santa Ana, CA 92704
3/15/2024
3/15/2024
MECHANICAL DETAILS
M.2.2
BS
RT
42 OF 81
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
Rev: 02/01/2023 Page 1 of 2
DISABLED ACCESS COMPLIANCE
ACC-01 CBC 2022 A. PURPOSE OF THIS DOCUMENTATION: (check one)
Finding of unreasonable hardship for projects UNDER the valuation threshold*
Finding of unreasonable hardship for projects OVER the valuation threshold*
Certification of Full Compliance with the 2022 California Building Code
* Valuation threshold as defined in the 2022 California Building Code, Section 11B-202.4 (Exception #8) and
Section 202 is $195,358.00 (as of January 2023)
B. PROJECT INFORMATION TO BE COMPLETED BY PETITIONER:
Project Address:
$ $
1. The cost of all construction contemplated in the determination of the valuation of improvement threshold
based on the valuation of site and building improvements for the last three-year period.
2. 20% of Total Construction Cost or Project Valuation: $
3. The actual amount to be spent to provide disabled access: $
4. Describe the impact of the proposed improvements on financial feasibility of the project.
5. Describe the proposed improvements related to accessibility upgrades on this project.
Planning & Building Agency
Building Safety Division
20 Civic Center Plaza
P.O. Box 1988 (M-19)
Santa Ana, CA 92702
(714) 647-5800
www.santa-ana.org
X
3500 SOUTH BRISTOL STREET, SUITE 100
SANTA ANA, CA 92704
GROUND FLOOR TENANT
303-518-8722VERIZON
GROUND FLOOR
TEANANT IMPROVEMENT
M.H.- Lot 4, LLC
290,000.00
58,000.00
FULL COMPLIANCE WILL BE PROVIDED TO TENANT SPACE
FULL COMPLIANCE WILL BE PROVIDED TO TENANT SPACE
949-294-4120
70,000.00
70,000.00
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
6. Identify the accessibility features and equivalent facilities that WILL be brought into compliance with the
latest edition of Title 24 as a part of this project and an estimate of the cost of each item: (Documentation
may be required)
Accessible Features to be Made Accessible Cost of Improvement
a. Entrance:
Door Landing Stairway/Steps Ramp $
b. Path of Travel:
Path of travel from accessible parking to the building entrance
and area of remodel $
$
Path of travel from the public way to the building entrance $
c. Sanitary facilities ( Floor no. ) $
d. Public phone(s) $
e. Drinking fountain(s) $
f. Parking $
g. Signage & Alarms $
i. Other: $
Total: $
7. Identify the accessibility features that WILL NOT comply if a request for unreasonable hardship is
granted. Provide an estimated cost of compliance for each item: (Documentation may be required)
Accessible Features Not to be Improved Cost of Improvement
a. $
b. $
c. $
Total: $
8. Petitioner must be the legal property owner or his/her legal representative:
I certify that the above noted information is true and correct.
Legal Property Owner Architect/Engineer Contractor Other:
Print Name: Phone No.
Address:
Signature: Date:
FOR AGENCY USE ONLY
Approved by: Date:
MARIUSZ BANDO 732-608-3299
294 MORRIS AVENUE, SPRINGFIELD NJ 07081
3-15-24
X APPLICANT
FULL COMPLIANCE WILL BE PROVIDED TO TENANT SPACE
20,000.00
0
0
0
40,000.00
5,000.00
5,000.00
0
0
70,000.00
XX
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
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3500 SOUTH BRISTOL STREET 100
✔
TI FOR GROUND FLOOR RETAIL TENANT
✔
✔
✔
✔
✔
✔
✔
✔
✔
MARIUSZ BANDO
973 376-4411 4 25 2024
SANTA ANA
MB
MB
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024
O R A N G E C O U N T Y F I R E A U T H O R I T Y
Plan Referral Form
Required for OCFA to review plans upon the request of the Building Department when
the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”.
City / County Official Requesting Review:
City / County Reference #: Date: __________________________________
City / County: _____________________________________ E-Mail: __________________________________
Contact Name: _____________________________________ Phone #: _________________________________
Title: _____________________________________
** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. **
Reason(s) for Review:
Please describe why OCFA Plan Review is or may be required by the City/County :
OCFA COMMENTS:
¨ No further action required on this specific plan type, based
on information provided on: ____/______/______.
¨ Project to be taken in for OCFA Review.
Other:
Name: _________________________________________
Contact #: ______________________________________ Date: _________________________________
OCFA Authorization
Updated: 06/02/2020 rs
3500 S Bristol St Unit# 100 -
101119098, 20182666 &
401390437/11/2024