Addendum No. 2 - Security Items Clarification 013.4.pdf
PDF 11 MB Posted
- Attached to
- Construction of F16 Mission Training Center
- Solicitation number
- W50S8F-26-R-A011
- Issued by
-
Department of the Army National Guard
About this file
This is Addendum No. 2 to the solicitation for construction of an F-16 Mission Training Center (MTC) at the 177th Fighter Wing, Atlantic City Air National Guard Base, New Jersey, issued by Frankfurt-Short-Bruza Associates on July 22, 2025. The addendum modifies the original bid documents dated May 15, 2025, and must be acknowledged by all bidders to avoid disqualification. The addendum revises and reissues multiple specification sections and drawing packages, including work restrictions, miscellaneous metal fabrications, and plumbing systems. Significant drawings affected include civil utility layout plans for both base bid and optional line items (OLIs), utility profiles, floor plans, roof plans, building elevations, section details, fire protection schematics, fire alarm and mass notification plans and riser diagrams, plumbing schedules, and telecommunications systems plans. All revised documents are dated July 22, 2025, and supersede the May 15, 2025 versions.
The project involves comprehensive facility construction including structural work, mechanical and electrical systems, fire protection and suppression systems, plumbing infrastructure, HVAC systems, telecommunications, and specialized systems such as fire alarm/mass notification systems with fiber optic connectivity to District 24. Key technical requirements include compliance with UFC standards, NFPA codes, and site-specific constraints such as a 33-foot anti-terrorism unobstructed space, underground utility routing, fire pump enclosure with specific flow requirements (750 GPM minimum), and specialized security features including air sampling smoke detection in simulator bays, emergency power off systems, and access control integration. Optional line items (OLIs) include additional concrete surfaces, masonry walls, LED signage, and simulator GPS antenna mounts. The contract is a firm-fixed-price award for a single construction firm and is set aside 100% for small businesses under NAICS code 236220 with a size standard of $45,000,000.
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h:\prj\2022\fsb2022-130-00\08-submissions\06 - addendum no 2\nj ang f-16 mtc flight sim - aqrc 189015 addm no 2.docx Page 1 of 4
5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436
405.840.2931 | fsb-ae.com
ADDENDUM NO. 2
Date: July 22, 2025
To: ALL BIDDERS OF RECORD
From: Frankfurt-Short-Bruza Associates, P.C. (FSB) 5801 N. Broadway Ext., Suite 500 Oklahoma City, OK 73118
Subject: PN AQRC 189015 - NJ ANG F-16 MTC (FLIGHT SIMULATOR FACILITY), Atlantic City ANGB, New Jersey
FSB Project No.: FSB2022-130-00
NOTE: This Addendum forms a part of the Contract Documents and modifies the Original Documents dated May 15, 2025. Acknowledge receipt of this Addendum in the space provided on the Bid Form.
Failure to do so may subject the Bidder to disqualification.
ATTACHMENTS
Items in this addendum take precedence over the original bid documents. Items not specifically revised remain in effect. This addendum consists of (4) pages and the following attachments:
Specifications:
01 14 00 – WORK RESTRICTIONS and ATTACHMENT “K” – Egg Harbor Township Munici-pal Utilities Authority – APPLICATION FOR CONNECTION TO EXISTING SEWER SYSTEM
July 22, 2025
05 50 13 – MISCELLANEOUS METAL FABRICATIONS July 22, 2025
22 00 00 – PLUMBING, GENERAL PURPOSE July 22, 2025
Drawings:
G-002 – SHEET INDEX, VICINITY MAP AND PROJECT LOCATION MAP July 22, 2025
CU101 – CIVIL - UTILITY LAYOUT PLAN (BASE BID) July 22, 2025
CU102 – CIVIL - UTILITY LAYOUT PLAN (OPTIONAL LINE ITEMS - OLIS) July 22, 2025
7/22/2025
Frankfurt-Short-Bruza Architects Engineers Planners document1 Page 1 of 1 5801 Broadway Extension, Suite 500, Oklahoma City, Oklahoma 73118-7436
Telephone (405) 840-2931 Facsimile (405) 842-7750 Website www.fsb-ae.com
MICHAEL
JAMES
TURNER
a5815
ABF JV | Atkins / Black & Veatch / FSB
CU202 – CIVIL - UTILITY PROFILES SHEET 2 July 22, 2025
AE101 – FLOOR PLANS July 22, 2025
AE104 – ROOF PLANS AND DETAILS July 22, 2025
AE207 – NORTH BUILDING ELEVATIONS July 22, 2025
AE208 – NORTH BUILDING OLI ELEVATIONS July 22, 2025
AE504 – SECTION DETAILS July 22, 2025
F-001 – FIRE PROTECTION LEGEND, ABBREVIATIONS AND SCHEMATIC PIPING DIA-
GRAM
July 22, 2025
FA101 – FIRE ALARM / MASS NOTIFICATION PLAN July 22, 2025
FA601 – FIRE ALARM / MASS NOTIFICATION RISER DIAGRAM July 22, 2025
FA701 – FIRE ALARM MASS NOTIFICATION SYSTEM INPUT / OUTPUT MATRIX July 22, 2025
P-701 – PLUMBING SCHEDULES July 22, 2025
EY101 – TELECOMMUNICATIONS SPECIAL SYSTEMS GROUND FLOOR PLAN July 22, 2025
ET101 – TELECOMMUNICATIONS GROUND FLOOR PLAN July 22, 2025
MODIFICATIONS TO THE CONDITIONS OF THE CONTRACT
N/A.
MODIFICATIONS TO THE SPECIFICATIONS
ITEM 002.1-1 Refer to attached Specification Section 01 14 00 – WORK RESTRICTIONS, Dated July 22, 2025:
1. Specification Section 01 14 00 is hereby revised and re-issued in its entirety. Replace Specification Section 01 14 00 dated May 15, 2025 with attached revised Specification Section 01 14 00 (Revision) dated July 22, 2025.
ITEM 002.1-2 Refer to attached Specification Section ATTACHMENT “K” – Egg Harbor Township Municipal Utilities Authority – APPLICATION FOR CONNECTION TO EXISTING SEWER SYSTEM, Dated July 22, 2025:
1. Attachment K (to Spec Section 01 14 00) dated July 22, 2025 is hereby added in its entirety.
ITEM 002.1-3 Refer to attached Specification Section 05 50 13 – MISCELLANEOUS METAL FABRICATIONS, (Revision) dated July 22, 2025:
2. Specification Section 22 00 00 is hereby revised and re-issued in its entirety. Replace Specification Section 22 00
00 dated May 15, 2025 with attached revised Specification Section 22 00 00 (Revision) dated July 22, 2025.
ITEM 002.1-4 Refer to attached Specification Section 22 00 00 – PLUMBING, GENERAL PURPOSE, (Revision) dated July 22, 2025:
1. Specification Section 22 00 00 is hereby revised and re-issued in its entirety. Replace Specification Section 22 00
00 dated May 15, 2025 with attached revised Specification Section 22 00 00 (Revision) dated July 22, 2025.
MODIFICATIONS TO THE DRAWINGS
ITEM 002.2-1 Refer to attached Drawing G-002 – SHEET INDEX, VICINITY MAP AND PROJECT LOCATION MAP, (Revision) dated July 22, 2025:
1. Drawing G-002 is hereby revised and re-issued in its entirety. Replace Drawing G-002 dated May 15, 2025 with attached revised Drawing G-002 (Revision) dated July 22, 2025.
ITEM 002.2-2 Refer to attached Drawing CU101 – CIVIL - UTILITY LAYOUT PLAN (BASE BID), (Revision) dated July 22, 2025:
1. Drawing CU101 is hereby revised and re-issued in its entirety. Replace Drawing CU101 dated May 15, 2025 with attached revised Drawing CU101 (Revision) dated July 22, 2025.
ITEM 002.2-3 Refer to attached Drawing CU102 – CIVIL - UTILITY LAYOUT PLAN (OPTIONAL LINE ITEMS - OLIS), (Revision) dated July 22, 2025:
2. Drawing CU102 is hereby revised and re-issued in its entirety. Replace Drawing CU102 dated May 15, 2025 with attached revised Drawing CU102 (Revision) dated July 22, 2025.
ITEM 002.2-4 Refer to attached Drawing CU202 – CIVIL - UTILITY PROFILES SHEET 2, (Revision) dated July 22, 2025:
1. Drawing CU202 is hereby revised and re-issued in its entirety. Replace Drawing CU202 dated May 15, 2025 with attached revised Drawing CU202 (Revision) dated July 22, 2025.
ITEM 002.2-5 Refer to attached Drawing AE101 – FLOOR PLANS, (Revision) dated July 22, 2025:
1. Drawing AE101 is hereby revised and re-issued in its entirety. Replace Drawing AE101 dated May 15, 2025 with attached revised Drawing AE101 (Revision) dated July 22, 2025.
ITEM 002.2-6 Refer to attached Drawing AE104 – ROOF PLANS AND DETAILS, (Revision) dated July 22, 2025:
1. Drawing AE104 is hereby revised and re-issued in its entirety. Replace Drawing AE104 dated May 15, 2025 with attached revised Drawing AE104 (Revision) dated July 22, 2025.
ITEM 002.2-7 Refer to attached Drawing AE207 – NORTH BUILDING ELEVATIONS, (Revision) dated July 22, 2025:
1. Drawing AE207 is hereby revised and re-issued in its entirety. Replace Drawing AE207 dated May 15, 2025 with attached revised Drawing AE207 (Revision) dated July 22, 2025.
ITEM 002.2-8 Refer to attached Drawing AE208 – NORTH BUILDING OLI ELEVATIONS, (Revision) dated July 22, 2025:
1. Drawing AE208 is hereby revised and re-issued in its entirety. Replace Drawing AE208 dated May 15, 2025 with attached revised Drawing AE208 (Revision) dated July 22, 2025.
ITEM 002.2-9 Refer to attached Drawing AE504 – SECTION DETAILS, (Revision) Dated July 22, 2025:
1. Drawing AE504 dated July 22, 2025 is hereby added in its entirety.
ITEM 002.2-10 Refer to attached Drawing F-001 – FIRE PROTECTION LEGEND, ABBREVIATIONS AND SCHEMATIC PIPING DIAGRAM, (Revision) dated July 22, 2025:
1. Drawing F-001 is hereby revised and re-issued in its entirety. Replace Drawing F-001 dated May 15, 2025 with attached revised Drawing F-001 (Revision) dated July 22, 2025.
ITEM 002.2-10 Refer to attached Drawing FA101 – FIRE ALARM / MASS NOTIFICATION PLAN, (Revision) dated July 22, 2025:
1. Drawing FA101 is hereby revised and re-issued in its entirety. Replace Drawing FA101 dated May 15, 2025 with attached revised Drawing FA101 (Revision) dated July 22, 2025.
ITEM 002.2-10 Refer to attached Drawing FA601 – FIRE ALARM / MASS NOTIFICATION RISER DIAGRAM, (Revision) dated July 22, 2025:
1. Drawing FA601 is hereby revised and re-issued in its entirety. Replace Drawing FA601 dated May 15, 2025 with attached revised Drawing FA601 (Revision) dated July 22, 2025.
ITEM 002.2-10 Refer to attached Drawing FA701 – FIRE ALARM MASS NOTIFICATION SYSTEM INPUT / OUTPUT MATRIX, (Revision) dated July 22, 2025:
1. Drawing FA701 is hereby revised and re-issued in its entirety. Replace Drawing FA701 dated May 15, 2025 with attached revised Drawing FA701 (Revision) dated July 22, 2025.
ITEM 002.2-11 Refer to attached Drawing P-701 – PLUMBING SCHEDULES, (Revision) dated July 22, 2025:
1. Drawing P-701 is hereby revised and re-issued in its entirety. Replace Drawing P-701 dated May 15, 2025 with attached revised Drawing P-701 (Revision) dated July 22, 2025.
ITEM 002.2-12 Refer to attached Drawing EY101 – TELECOMMUNICATIONS SPECIAL SYSTEMS GROUND FLOOR PLAN, (Revision) dated July 22, 2025:
1. Drawing EY101 is hereby revised and re-issued in its entirety. Replace Drawing EY101 dated May 15, 2025 with attached revised Drawing EY101 (Revision) dated July 22, 2025.
ITEM 002.2-13 Refer to attached Drawing ET101 – TELECOMMUNICATIONS GROUND FLOOR PLAN, (Revision) dated July 22, 2025:
1. Drawing ET101 is hereby revised and re-issued in its entirety. Replace Drawing ET101 dated May 15, 2025 with attached revised Drawing ET101 (Revision) dated July 22, 2025.
BIDDER RFI RESPONSES
SUSTITUTION REQUESTS
PROJECT
LOCATION
PROJECT
LOCATION
5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436
405.840.2931 | fsb-ae.com
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
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SHEET INDEX, VICINITY MAP
AND PROJECT LOCATION MAP
G-002
JCL
NXL
NXL
N
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SCALE: NTS
VICINITY MAPC1
SCALE: NTS
PROJECT LOCATION MAPB1
SHEET INDEX
NUMBER TITLE
SHEET INDEX
Discipline
GENERAL
G-001 COVER SHEET GENERAL
G-002 SHEET INDEX, VICINITY MAP AND PROJECT LOCATION MAP GENERAL
G-003 CODE AND LIFE SAFETY PLAN AND CODE SUMMARY GENERAL
G-201 SPECIAL INSPECTIONS GENERAL
G-202 SPECIAL INSPECTIONS GENERAL
CIVIL
GC100 CIVIL - PROJECT LOCATION AND VICINITY MAP CIVIL
GC101 CIVIL - ACCESS AND HAUL ROUTE PLAN CIVIL
C-001 CIVIL - LEGEND, GENERAL NOTES AND ABBREVIATIONS CIVIL
C-010 CIVIL - CODE COMPLIANCE SITE PLAN (BASE BID) CIVIL
C-011 CIVIL - CONSTRUCTION BID OPTIONS CIVIL
C-012 CIVIL - CONSTRUCTION PHASING PLAN FOR OPTION LINE ITEMS (OLIS) CIVIL
V-101 CIVIL - EXISTING CONDITIONS PLAN CIVIL
B-100 GEOTECHNICAL - BORING LOCATION PLAN CIVIL
B-101 GEOTECHNICAL - BORING LOGS SHEET 1 OF 4 CIVIL
B-102 GEOTECHNICAL - BORING LOGS SHEET 2 OF 4 CIVIL
B-103 GEOTECHNICAL - BORING LOGS SHEET 3 OF 4 CIVIL
B-104 GEOTECHNICAL - BORING LOGS SHEET 4 OF 4 CIVIL
CD101 CIVIL - DEMOLITION PLAN CIVIL
CS101 CIVIL - SITE LAYOUT PLAN (BASE BID) CIVIL
CS102 CIVIL - SITE LAYOUT PLAN (OPTIONAL LINE ITEMS - OLIS) CIVIL
CG101 CIVIL - SITE GRADING AND DRAINAGE PLAN (BASE BID) CIVIL
CG102 CIVIL - SITE LAYOUT PLAN (OPTIONAL LINE ITEMS - OLIS) CIVIL
CG301 CIVIL - SITE CROSS SECTIONS - SHEET 1 CIVIL
CG302 CIVIL - SITE CROSS SECTIONS - SHEET 2 CIVIL
CG303 CIVIL - SITE CROSS SECTIONS - SHEET 3 CIVIL
CU101 CIVIL - UTILITY LAYOUT PLAN (BASE BID) CIVIL
CU102 CIVIL - UTILITY LAYOUT PLAN (OPTIONAL LINE ITEMS - OLIS) CIVIL
CU201 CIVIL - UTILITY PROFILES SHEET 1 CIVIL
CU202 CIVIL - UTILITY PROFILES SHEET 2 CIVIL
CU203 CIVIL - UTILITY PROFILES SHEET 3 CIVIL
CU204 CIVIL - UTILITY PROFILES SHEET 4 CIVIL
CU205 CIVIL - UTILITY PROFILES SHEET 5 CIVIL
C-501 CIVIL - EROSION CONTROL DETAILS SHEET 1 OF 3 CIVIL
C-502 CIVIL - EROSION CONTROL DETAILS SHEET 2 OF 3 CIVIL
C-503 CIVIL - EROSION CONTROL DETAILS SHEET 3 OF 3 CIVIL
C-504 CIVIL - SITE DETAILS SHEET 1 CIVIL
C-505 CIVIL - SITE DETAILS SHEET 2 CIVIL
C-506 CIVIL - FENCE DETAILS CIVIL
C-507 CIVIL - STORM DETAILS CIVIL
C-508 CIVIL - STORM INLET DETAILS CIVIL
C-509 CIVIL - FIRE PROTECTION DETAILS CIVIL
C-510 CIVIL - GAS DETAILS CIVIL
C-511 CIVIL - DETENTION BASIN DETAILS CIVIL
C-700 CIVIL - UTILITY TABLES SHEET 1 CIVIL
C-701 CIVIL - UTILITY TABLES SHEET 2 CIVIL
C-702 CIVIL - SITE COORDINATE TABLES (BASE BID) CIVIL
C-703 CIVIL - SITE COORDINATE TABLES (OPTIONAL LINE ITEMS - OLIS) CIVIL
STRUCTURAL
S-001 GENERAL NOTES STRUCTURAL
S-002 GENERAL NOTES/TYPICAL DETAILS STRUCTURAL
S-003 TYPICAL DETAILS STRUCTURAL
S-004 TYPICAL DETAILS STRUCTURAL
S-005 WIND & SNOW DIAGRAM STRUCTURAL
SB101 FOUNDATION PLAN STRUCTURAL
SB102 SLAB/CMU PLAN STRUCTURAL
SB501 FOUNDATION DETAILS STRUCTURAL
SB502 FOUNDATION DETAILS STRUCTURAL
SF101 LOW ROOF FRAMING PLAN STRUCTURAL
SF102 HIGH ROOF FRAMING PLAN STRUCTURAL
SF201 FRAMING ELEVATIONS STRUCTURAL
SF501 FRAMING DETAILS STRUCTURAL
SF502 FRAMING DETAILS STRUCTURAL
SF503 FRAMING DETAILS STRUCTURAL
SF504 FRAMING DETAILS STRUCTURAL
SF900 ISOMETRIC STRUCTURAL
ARCHITECTURE
AE001 PARTITION TYPES, ANNOTATION SYMBOLS, ABBREVIATIONS AND
ACCESSIBILITY MOUNTING HEIGHTS
ARCHITECTURE
AE002 AIR BARRIER PLAN ARCHITECTURE
AE101 FLOOR PLANS ARCHITECTURE
AE101A BELOW GRADE WATERPROOFING / PERIMETER INSULATION PLAN ARCHITECTURE
AE102 MECHANICAL YARD SCREEN WALL PLAN AND DETAILS ARCHITECTURE
AE103 REFLECTED CEILING PLAN ARCHITECTURE
AE104 ROOF PLANS AND DETAILS ARCHITECTURE
AE201 WEST BUILDING ELEVATIONS ARCHITECTURE
AE202 WEST BUILDING OLI ELEVATIONS AND SIGNAGE DETAILS ARCHITECTURE
AE203 SOUTH BUILDING ELEVATIONS ARCHITECTURE
AE204 SOUTH BUILDING OLI ELEVATIONS ARCHITECTURE
AE205 EAST BUILDING ELEVATIONS ARCHITECTURE
AE206 EAST BUILDING OLI ELEVATIONS ARCHITECTURE
AE207 NORTH BUILDING ELEVATIONS ARCHITECTURE
AE208 NORTH BUILDING OLI ELEVATIONS ARCHITECTURE
AE301 BUILDING SECTIONS ARCHITECTURE
AE302 BUILDING SECTIONS ARCHITECTURE
AE303 WALL SECTIONS ARCHITECTURE
AE304 WALL SECTIONS ARCHITECTURE
AE305 WALL SECTIONS ARCHITECTURE
AE306 WALL SECTIONS ARCHITECTURE
SHEET INDEX
NUMBER TITLE
SHEET INDEX
Discipline
AE401 ENLARGED PLAN AND DETAILS ARCHITECTURE
AE402 INTERIOR ELEVATIONS AND DETAILS ARCHITECTURE
AE501 SECTION DETAILS ARCHITECTURE
AE502 SECTION DETAILS ARCHITECTURE
AE503 SECTION DETAILS AND PLAN DETAILS ARCHITECTURE
AE504 SECTION DETAILS ARCHITECTURE
AE601 ROOM FINISH SCHEDULE, GLAZING TYPES AND MISC. DETAILS ARCHITECTURE
AE602 DOOR SCHEDULE, DOOR AND FRAME TYPES, DOOR DETAILS ARCHITECTURE
AE603 DOOR DETAILS ARCHITECTURE
INTERIORS
IN101 FINISH PLANS INTERIORS
IN501 FLOOR TRANSITION DETAILS INTERIORS
IF101 FURNITURE & EQUIPMENT PLAN INTERIORS
IG101 SIGNAGE PLANS INTERIORS
IG501 SIGNAGE TYPE DETAILS INTERIORS
IG502 SIGNAGE MOUNTING DETAILS INTERIORS
FIRE PROTECTION
F-001 FIRE PROTECTION LEGEND , ABBREVIATIONS AND SCHEMATIC PIPING
DIAGRAM
FIRE PROTECTION
FA101 FIRE ALARM / MASS NOTIFICATION PLAN FIRE PROTECTION
FA601 FIRE ALARM / MASS NOTIFICATION RISER DIAGRAM FIRE PROTECTION
FA701 FIRE ALARM MASS NOTIFICATION SYSTEM INPUT / OUTPUT MATRIX FIRE PROTECTION
FX101 FIRE SUPPRESSION PLAN FIRE PROTECTION
FX401 FIRE PROTECTION ENLARGED PLANS AND SECTIONS FIRE PROTECTION
PLUMBING
P-001 PLUMBING LEGEND & ABBREVIATIONS PLUMBING
P-101 UNDERFLOOR PLUMBING PLAN PLUMBING
P-111 ABOVEFLOOR PLUMBING PLAN PLUMBING
P-401 ENLARGED PLUMBING PLANS PLUMBING
P-501 PLUMBING DETAILS PLUMBING
P-601 PLUMBING DOMESTIC WATER RISER DIAGRAM PLUMBING
P-602 PLUMBING DOMESTIC SANITARY RISER DIAGRAM PLUMBING
P-701 PLUMBING SCHEDULES PLUMBING
MECHANICAL
M-001 LEGEND & ABBREVIATIONS MECHANICAL
MH101 MECHANICAL HVAC MECHANICAL
MH102 MECHANICAL ROOF PLAN MECHANICAL
MP101 MECHANICAL PIPING MECHANICAL
M-301 SECTIONS MECHANICAL
M-302 SECTIONS MECHANICAL
M-401 ENLARGED PLANS MECHANICAL
M-501 DETAILS MECHANICAL
M-502 DETAILS MECHANICAL
M-503 DETAILS MECHANICAL
M-601 FLOW DIAGRAMS MECHANICAL
M-602 FLOW DIAGRAMS MECHANICAL
M-701 SCHEDULES MECHANICAL
M-702 SCHEDULES MECHANICAL
M-801 CONTROLS MECHANICAL
M-802 CONTROLS MECHANICAL
M-803 CONTROLS MECHANICAL
M-804 CONTROLS MECHANICAL
M-805 CONTROLS MECHANICAL
M-806 CONTROLS MECHANICAL
ELECTRICAL
E-001 LEGEND, ABBREVIATIONS & MOUNTING HEIGHT DETAIL ELECTRICAL
E-002 SPECIAL INSTRUCTIONS ELECTRICAL
ES101 ELECTRICAL SITE PLAN ELECTRICAL
ES501 ELECTRICAL SITE DETAILS ELECTRICAL
ES502 ELECTRICAL SITE DETAILS ELECTRICAL
EG101 ELECTRICAL GROUNDING PLAN ELECTRICAL
EG121 ELECTRICAL LIGHTNING PROTECTION PLAN ELECTRICAL
EG501 GROUNDING DETAILS ELECTRICAL
EG502 LIGHTNING PROTECTION DETAILS ELECTRICAL
EG601 ELECTRICAL GROUNDING SINGLE LINE ELECTRICAL
EL101 ELECTRICAL INTERIOR LIGHTING ELECTRICAL
EL102 ELECTRICAL INTERIOR BLUE LIGHTING ELECTRICAL
EL103 ELECTRICAL INTERIOR LIGHTING - ABOVE CEILING ELECTRICAL
EL500 LIGHT FIXTURE DETAILS ELECTRICAL
EL501 LIGHT FIXTURE DETAILS ELECTRICAL
EL600 LIGHTING FIXTURE SCHEDULE & CONTROL DIAGRAMS ELECTRICAL
EP101 GROUND FLOOR ELECTRICAL POWER PLAN ELECTRICAL
EP102 GROUND FLOOR MECHANICAL POWER PLAN ELECTRICAL
EP103 GROUND FLOOR ELECTRICAL CONDUIT PLAN ELECTRICAL
EP104 SOUTH EXTERIOR ELEVATION CONDUIT PLAN ELECTRICAL
EP105 EAST EXTERIOR ELEVATION CONDUIT PLAN ELECTRICAL
EP106 NORTH EXTERIOR ELEVATION CONDUIT PLAN ELECTRICAL
EP401 ENLARGED ELECTRICAL PLANS & DETAILS ELECTRICAL
EP600 ONE-LINE DIAGRAMS ELECTRICAL
EP700 PANEL SCHEDULES ELECTRICAL
EP701 PANEL SCHEDULES ELECTRICAL
EP702 PANEL SCHEDULES ELECTRICAL
EP703 PANEL SCHEDULES ELECTRICAL
TELECOMMUNICATIONS
EY101 TELECOMMUNICATIONS SPECIAL SYSTEMS GROUND FLOOR PLAN TELECOMMUNICATIONS
EY501 TELECOMMUNICATIONS SPECIALS SYSTEMS DETAILS TELECOMMUNICATIONS
EY601 TELECOMMUNICATIONS SPECIAL SYSTEMS RISER DIAGRAM TELECOMMUNICATIONS
ET101 TELECOMMUNICATIONS GROUND FLOOR PLAN TELECOMMUNICATIONS
ET401 ENLARGED TELECOM ROOMS FLOOR PLANS TELECOMMUNICATIONS
ET501 TELECOMMUNICATIONS DETAILS TELECOMMUNICATIONS
ET601 TELECOMMUNICATIONS RISER DIAGRAM TELECOMMUNICATIONS
Grand total: 169
1 ADDENDUM NO.2 07-22-2025
MICHAEL
JAMES
SAN
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D
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D
LO
D
LO
D
LO
D
LO
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LO
D
LOD
LOD
LOD
LODLOD
DD
D
D
D
D
D
D
D
PAVEMENT REPAIR
FROM UTILITY TRENCH,
SEE DETAIL ON C-507
FOR CONTINUATION
SEE SHEET P-101
FOR CONTINUATION
SEE SHEET MP101
FOR CONTINUATION
SEE SHEET FX101
FOR CONTINUATION
SEE SHEET P-101
FIRE PUMP
ENCLOSURE
F-16 MTC
MECHANICAL YARD
FUTURE
F-35 EXPANSION
LIMITS OF DISTURBANCE
ABANDONED
UNDERGROUND
ELECTRICAL LINE
EARHART DR
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION
SEE FX401 FOR CONTINUATION
CONNECTION TO
FIRE WATER MAIN
FUTURE
F-35 EXPANSION
FUTURE
CHILLER
CH-02 CH-01
33' ANTITERRORISM
UNOBSTRUCTED SPACE
FOR CONTINUATION
SEE SHEET P-101
PIV
FIRE DEPARTMENT CONNECTION
SEE FX401 FOR CONTINUATION
CHAIN-LINK FENCE
WITH VISION SLATS
CONNECT TO
EXISTING
WATER MAIN
PIV
CONNECT TO EXISTING
SERVICE LINE
CONNECT TO FIRE
PUMP BUILDING
PIV
POTABLE WATER
LINE
UNDERGROUND
STORAGE
PAVEMENT REPAIR
FROM UTILITY TRENCH,
SEE DETAIL ON C-507
PAVEMENT REPAIR
FROM UTILITY TRENCH,
SEE DETAIL ON C-507
PAVEMENT REPAIR
FROM UTILITY TRENCH,
SEE DETAIL ON C-507
SSWR01-MH03
C O
M M
C O
M M
C O
M M
SANS
D
D
F F
F
W W W W W W W W W
W W
W W
W W
W W
W W
SSWR01-P01
4" PVC PIPE
S
S
W
W W
W W
W W
W
WWWWWWWWW
EEEEEEE
E E
E E
E E
E
E
E
E
SSWR01-MH01
PW01P01
4" PVC
PW
P0
4" P
VC
SSWR01-P03
4" PVC PIPE
SSWR01-P02
4" PVC PIPE
SSWR01-MH02
SAN
SAN
SAN
SAN
G
G
G
13+11.62
10+00.00
+5
0.
+0
0.
+5
0.
12+00.0012+50.0013+00.00
10+25.00
+7
5.
+2
5.
11+75.0012+25.0012+75.00
12+74.93
10+00.00
10+50.00 11+00.00
+5
0.
12+00.00
12+50.00
10+25.00 10+75.00 11+25.00
11+75.00
+2
5.
11+63.20
10+00.00
10+50.00
11+00.0011+50.00
+2
5.
+7
5.
11+25.00
10+87.31
10+00.00 10+50.00
10+25.00 10+75.00
GAS01P04
4" PE
PW01P03
4" PVC
F
GAS01P03
4" PE
GAS01P02
4" PE
DD
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
E E
E E
E E
E E
E E
E E
SDSDSDSDSDSDSDSDSD
SD
SD
SD
D
SD
D SD
SD03-S01
SD
-P
" C
O N
C R
ET
E
PI
PE
SD03-P01
15" CONCRETE PIPE
SD01-P04
24" CONCRETE PIPE
SD01-S05
SD01-P03
24" CONCRETE PIPE
SD01-S04
SD01-P02
24" CONCRETE PIPE
SD01-S03
SD01-P02
24" CONCRETE PIPE
SD02-S02
SD01-P01
24" CONCRETE PIPE
SD01-S01
D
4+
.5
0+00.00
1+00.00
2+00.00 3+00.00 4+
.0
0+
.0
1+50.00 2+50.00 3+50.00
1+81.58
0+00.00
1+
.00
0+
.00
1+
.00
0+00.00
0+
.1
0+
.0
SD02-P01
15" CONCRETE PIPE
0+33.03
0+00.00
SD
-P
" C
O N
C R
ET
E
PI
PE
SD04-S01
SD04-S02
F
FFF
10+00.00
11+00.00
11+46.93
+5
0.
FP02P04
6" PVC
FP02P05
6" PVC
FP02P06
6" PVC
FP02P07
6" PVC
FP01P04
6" PVC
FP01P03
6" PVC
FP01P02
6" PVC
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
C
B
A
D
C
B
A
54321
2022-130-00
MAY 15, 2025
5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436
405.840.2931 | fsb-ae.com
Eg g
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J er se y
To w ns hi p, Ha rb or
At la nt ic
C ity
A
NG
B as e F-
M is si on T ra in in g
Ce nt er (M
TC
N
EW
J
ER
SE
Y
A N
G -1 th
F W
A1 SCALE:
CIVIL - UTILITY LAYOUT PLAN (BASE BID)
1"=20' 20' 40'0
SHEET KEYNOTES
GENERAL NOTES
X
LEGEND
CU101
J. BIRK
A. BESCHNETT
J. PURPURA
D. ADAMS
CIVIL - UTILITY LAYOUT PLAN
(BASE BID)
STORM DRAIN LINE
GAS LINE
SD
G
SAN SANITARY SEWER LINE
W WATER LINE
COMM COMMUNICATIONS DUCTBANK LINE
E E ELECTRICAL DUCTBANK LINE
A. SEE SHEET GC100 FOR PROJECT LOCATION AND
VICINITY MAP.
B. SEE SHEET GC101 FOR ACCESS AND HAUL ROUTE
PLAN.
C. SEE SHEET C-001 CIVIL LEGEND, GENERAL NOTES,
AND ABBREVIATIONS.
D. SEE SHEET V-101 FOR EXISTING CONDITIONS
PLAN.
E. SEE SHEET CD101 FOR DEMOLITION PLAN.
F. SEE SHEET CU101 AND CU102 FOR UTILITY
LAYOUT PLANS.
G. SEE SHEET CS101 AND CS102 FOR SITE LAYOUT
PLANS.
H. SEE SHEET CG101 AND CG102 FOR SITE GRADING
AND DRAINAGE PLANS.
I. FIRE PROTECTION PIPING AND WATER LINES
SERVING HYDRANTS MUST BE INSTALLED,
FLUSHED AND TESTED PER NFPA 24. SUBMIT
FLUSHING PLAN WITH DIVISION 21 PRELIMINARY
TEST PLAN. SUBMIT NFPA 24 CONTRACTOR'S
MATERIAL AND TEST CERTIFICATES FOR
UNDERGROUND PIPING FOR ALL FIRE
PROTECTION PIPING.
J. PIPING SERVING THE FIRE PUMP ENCLOSURE
MUST BE FLUSHED AT MINIMUM 1500 GPM OR
150% OF FIRE PUMP RATED CAPACITY WITHOUT
THE USE OF THE FIRE PUMP.
K. DECHLOR DEMON OR EQUIVALENT DEVICE TO
DECHLORINATE THE WATER BEFORE
DISCHARGED TO THE ENVIRONMENT. INCLUDE
DECHLORINATION DEVICE WITH FLUSHING PLAN
PER NFPA 24.
L. MILL AND OVERLAY OF EXISTING PARKING LOT IS
TO OCCUR AFTER UTILITY TRENCHING.
M. SOUTH JERSEY GAS IS THE OWNER OF THE SITE
NATURAL GAS SYSTEM. COORDINATION WITH
SOUTH JERSEY GAS IS REQUIRED TO CONFIRM
THE FINALIZED CONNECTION POINTS TO EXISTING
INFRASTRUCTURE.
FIRE HYDRANT
LOD LIMITS OF DISTURBANCE
X X
D
SIDEWALK
SEEDING / NATIVE GRASS
MECHANICAL YARD
STORM DRAIN INLET
SANITARY SEWER MANHOLE
POLE MOUNTED PARKING LIGHTS
CHAIN-LINK FENCE WITH VISION
SLATS
D STORM MANHOLE
GRAVEL DRIVE FOR
FIRE TRUCK ACCESS
S
FIRE PROTECTION LINEF F
1. PIV. CONNECT TO 6" STAINLESS STEEL LEAD IN. SEE
FA601 FOR TAMPER SWITCH CONTINUATION.
2. UNDERGROUND STORAGE. SEE C-511 FOR DETAILS.
UNDERGROUND STORAGE
WITH SEEDING ON TOP
1 ADDENDUM NO. 2 7/22/2025
AutoCAD SHX Text H
AutoCAD SHX Text Y
AutoCAD SHX Text D
AutoCAD SHX Text H
AutoCAD SHX Text Y
AutoCAD SHX Text D
AutoCAD SHX Text H
AutoCAD SHX Text Y
AutoCAD SHX Text D
SAN
COMM
C O
M M
CO
M
M
CO
M
M
CO
M
M
COMM
COMM
COMM
COMM
COMM
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
G
G
G G
G G
G G
G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
W W
W W
W W
W W
W W
W W
W W
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD
SD
SD
SD
SD
SD
SD
SD
SD
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
ABANDONED
UNDERGROUND
ELECTRICAL LINE
DD
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LO
D
LOD
LOD
LOD
LODLOD
D
D
D
D
D
D
OLI 6: PROVIDE CONCRETE
SURFACE AT MECHANICAL YARD
OLI 8: PROVIDE ADDITIONAL
CONCRETE PAVEMENTS TO
SUPPORT SIMULATOR INSTALL
NO PARKING
ZONE
FIRE TRUCK ACCESS
GRAVEL ROAD
OLI 5: MASONRY WALL
SEE SHEET SB101
PAVEMENT REPAIR
FROM UTILITY TRENCH,
(SEE DETAIL ON C-507)
PAVEMENT REPAIR
FROM UTILITY TRENCH,
(SEE DETAIL ON C-507)
PAVEMENT REPAIR
FROM UTILITY TRENCH,
(SEE DETAIL ON C-507)
FOR CONTINUATION
SEE SHEET P-101
FOR CONTINUATION
SEE SHEET MP101
FOR CONTINUATION
SEE SHEET FX101
FOR CONTINUATION
SEE SHEET P-101
FIRE PUMP
ENCLOSURE
F-16 MTC
MECHANICAL YARD
FUTURE
F-35 EXPANSION
LIMITS OF DISTURBANCE
ABANDONED
UNDERGROUND
ELECTRICAL LINE
EARHART DR
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION
SEE FX401 FOR CONTINUATION
CONNECTION TO
FIRE WATER MAIN
FUTURE
F-35 EXPANSION
FUTURE
CHILLER
CH-02 CH-01
33' ANTITERRORISM
UNOBSTRUCTED SPACE
FOR CONTINUATION
SEE SHEET P-101
FIRE DEPARTMENT CONNECTION
SEE FX401 FOR CONTINUATION
CONNECTION TO
FIRE WATER MAIN
PIV
CONNECT TO
EXISTING
WATER MAIN
PIV
CONNECT TO EXISTING
SERVICE LINE
CONNECT TO FIRE
PUMP BUILDING
PIV
CROSSWALK
PAINT
POTABLE WATER LINE
UNDERGROUND
STORAGE
SSWR01-MH03
C O
M M
C O
M M
C O
M M
SANS
D
D
F F
F
W W W W W W W W W
W W
W W
W W
W W
W W
SSWR01-P01
4" PVC PIPE
S
S
W
W W
W W
W W
W
WWWWWWWWW
EEEEEEE
E E
E E
E E
E
E
E
E
SSWR01-MH01
PW01P01
4" PVC
PW
P0
4" P
VC
SSWR01-P03
4" PVC PIPE
SSWR01-P02
4" PVC PIPE
SSWR01-MH02
SAN
SAN
SAN
SAN
G
G
G
13+11.62
10+00.00
+5
0.
+0
0.
+5
0.
12+00.0012+50.0013+00.00
10+25.00
+7
5.
+2
5.
11+75.0012+25.0012+75.00
12+74.93
10+00.00
10+50.00 11+00.00
+5
0.
12+00.00
12+50.00
10+25.00 10+75.00 11+25.00
11+75.00
+2
5.
11+63.20
10+00.00
10+50.00
11+00.0011+50.00
+2
5.
+7
5.
11+25.00
10+87.31
10+00.00 10+50.00
10+25.00 10+75.00
GAS01P04
4" PE
PW01P03
4" PVC
F
GAS01P03
4" PE
GAS01P02
4" PE
DD
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
E E
E E
E E
E E
E E
E E
SDSDSDSDSDSDSDSDSD
SD
SD
SD
D
SD
D SD
SD03-S01
SD
-P
" C
O N
C R
ET
E
PI
PE
SD03-P01
15" CONCRETE PIPE
SD01-P04
24" CONCRETE PIPE
SD01-S05
SD01-P03
24" CONCRETE PIPE
SD01-S04
SD01-P02
24" CONCRETE PIPE
SD01-S03
SD01-P02
24" CONCRETE PIPE
SD02-S02
SD01-P01
24" CONCRETE PIPE
SD01-S01
D
4+
.5
0+00.00
1+00.00
2+00.00 3+00.00 4+
.0
0+
.0
1+50.00 2+50.00 3+50.00
1+81.58
0+00.00
1+
.00
0+
.00
1+
.00
0+00.00
0+
.1
0+
.0
SD02-P01
15" CONCRETE PIPE
0+33.03
0+00.00
SD
-P
" C
O N
C R
ET
E
PI
PE
SD04-S01
SD04-S02
F
FFF
10+00.00
11+00.00
11+46.93
+5
0.
FP02P04
6" PVC
FP02P05
6" PVC
FP02P06
6" PVC
FP02P07
6" PVC
FP01P04
6" PVC
FP01P03
6" PVC
FP01P02
6" PVC
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
C
B
A
D
C
B
A
54321
2022-130-00
MAY 15, 2025
5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436
405.840.2931 | fsb-ae.com
Eg g
Ne w
J er se y
To w ns hi p, Ha rb or
At la nt ic
C ity
A
NG
B as e F-
M is si on T ra in in g
Ce nt er (M
TC
N
EW
J
ER
SE
Y
A N
G -1 th
F W
A1 SCALE: 1"=20'
CIVIL - UTILITY LAYOUT PLAN (OPTIONAL LINE ITEMS - OLIS)
20' 40'0
GENERAL NOTES
LEGEND
CU102
J. BIRK
A. BESCHNETT
J. PURPURA
D. ADAMS
CIVIL - UTILITY LAYOUT PLAN
(OPTIONAL LINE ITEMS - OLIS)
STORM DRAIN LINE
GAS LINE
SD
G
SAN SANITARY SEWER LINE
W WATER LINE
COMM COMMUNICATIONS DUCTBANK LINE
E E
ELECTRICAL DUCTBANK LINE
FIRE HYDRANT
LOD LIMITS OF DISTURBANCE
X X
D
CONCRETE
SEEDING / NATIVE GRASS
STORM DRAIN INLET
SANITARY SEWER MANHOLE
POLE MOUNTED PARKING LIGHTS
CHAIN-LINK FENCE WITH VISION
SLATS
D STORM MANHOLE
GRAVEL DRIVE FOR
FIRE TRUCK ACCESS
S
FIRE PROTECTION LINEF F
A. SEE SHEET GC100 FOR PROJECT LOCATION AND
VICINITY MAP.
B. SEE SHEET GC101 FOR ACCESS AND HAUL ROUTE
PLAN.
C. SEE SHEET C-001 CIVIL LEGEND, GENERAL NOTES,
AND ABBREVIATIONS.
D. SEE SHEET V-101 FOR EXISTING CONDITIONS
PLAN.
E. SEE SHEET CD101 FOR DEMOLITION PLAN.
F. SEE SHEET CU101 AND CU102 FOR UTILITY
LAYOUT PLANS.
G. SEE SHEET CS101 AND CS102 FOR SITE LAYOUT
PLANS.
H. SEE SHEET CG101 AND CG102 FOR SITE GRADING
AND DRAINAGE PLANS.
I. FIRE PROTECTION PIPING AND WATER LINES
SERVING HYDRANTS MUST BE INSTALLED,
FLUSHED AND TESTED PER NFPA 24. SUBMIT
FLUSHING PLAN WITH DIVISION 21 PRELIMINARY
TEST PLAN. SUBMIT NFPA 24 CONTRACTOR'S
MATERIAL AND TEST CERTIFICATES FOR
UNDERGROUND PIPING FOR ALL FIRE
PROTECTION PIPING.
J. PIPING SERVING THE FIRE PUMP ENCLOSURE
MUST BE FLUSHED AT MINIMUM 1500 GPM OR
150% OF FIRE PUMP RATED CAPACITY WITHOUT
THE USE OF THE FIRE PUMP.
K. DECHLOR DEMON OR EQUIVALENT DEVICE TO
DECHLORINATE THE WATER BEFORE
DISCHARGED TO THE ENVIRONMENT. INCLUDE
DECHLORINATION DEVICE WITH FLUSHING PLAN
PER NFPA 24.
L. MILL AND OVERLAY OF EXISTING PARKING LOT IS
TO OCCUR AFTER UTILITY TRENCHING.
M. SOUTH JERSEY GAS IS THE OWNER OF THE SITE
NATURAL GAS SYSTEM. COORDINATION WITH
SOUTH JERSEY GAS IS REQUIRED TO CONFIRM
THE FINALIZED CONNECTION POINTS TO EXISTING
INFRASTRUCTURE.
SHEET KEYNOTESX
1. PIV. CONNECT TO 6" STAINLESS STEEL LEAD IN. SEE
FA601 FOR TAMPER SWITCH CONTINUATION.
2. SIDEWALK. SEE C-504 FOR DETAILS.
3. MECHANICAL YARD. SEE MECHANICAL SHEETS FOR
REFERENCE.
4. UNDERGROUND STORAGE. SEE C-511 FOR DETAILS.
UNDERGROUND STORAGE
WITH SEEDING ON TOP
2 3
1 ADDENDUM NO. 2 7/21/2025
1 ADDENDUM NO. 2 7/22/2025
AutoCAD SHX Text H
AutoCAD SHX Text Y
AutoCAD SHX Text D
AutoCAD SHX Text H
AutoCAD SHX Text Y
AutoCAD SHX Text D
EL
EV
AT
IO
N
EL
EV
AT
IO
N
STATION
PW01 STA 9+80 TO STA 13+00
9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00
EXISTING GRADE FINISHED GRADE
BUILDING
CONNECTION.
FOR CONTINUATION
SEE SHEET P-101
CONNECT TO EXISTING
POTABLE WATER
CONTRACTOR TO
VERIFY ELEVATION
EL
EV
AT
IO
N
EL
EV
AT
IO
N
STATION
GAS-01 STA 9+80 TO STA 11+20
9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20
PW01P02
4" PVC
PW01P03
4" PVC
C2 SCALE: HORIZONTAL 1"=20' VERTICAL 1"=4'
A3 SCALE: HORIZONTAL 1"=20' VERTICAL 1"=4'
FINISHED GRADE
BUILDING
CONNECTION.
FOR CONTINUATION
SEE SHEET MP101
GAS01P04
4" PE
PW01
4" PVC
STA: 1+031.85
TOP: 56.016
CONNECT TO
EXISTING GAS
4" TEE
90 DEGREE ELBOW
90 DEGREE ELBOW
90 DEGREE ELBOW
GAS01P02
4" PE
GAS01P03
4" PE
FP01
6" PVC
STA: 0+306.39
TOP: 16.416
90 DEGREE ELBOW
90 DEGREE ELBOW
GAS01
4" PE
STA: 0+378.35
TOP: 16.520
FP01
6" PVC
STA: 0+386.96
TOP: 16.416
GAS01P01
4" PE
PW01P01
4" PVC
FIELD VERIFY GAS
CONNECTION PRIOR
TO CONSTRUCTION
(FOR PLAN SHEET SEE CU101 AND CU102)
(FOR PLAN SHEET SEE CU101 AND CU102)
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
C
B
A
D
C
B
A
54321
2022-130-00
MAY 15, 2025
5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436
405.840.2931 | fsb-ae.com
Eg g
Ne w
J er se y
To w ns hi p, Ha rb or
At la nt ic
C ity
A
NG
B as e F-
M is si on T ra in in g
Ce nt er (M
TC
N
EW
J
ER
SE
Y
A N
G -1 th
F W
SHEET KEYNOTES
GENERAL NOTES
X
CU202
J. BIRK
A. BESCHNETT
J. PURPURA
D. ADAMS
CIVIL - UTILITY PROFILES
SHEET 2
20' 40'0 4' 8'0
VERTICALHORIZONTAL
20' 40'0 4' 8'0
VERTICALHORIZONTAL
A. SEE SHEET GC100 FOR PROJECT LOCATION AND
VICINITY MAP.
B. SEE SHEET GC101 FOR ACCESS AND HAUL ROUTE
PLAN.
C. SEE SHEET C-001 CIVIL LEGEND, GENERAL NOTES,
AND ABBREVIATIONS.
D. SEE SHEET V-101 FOR EXISTING CONDITIONS
PLAN.
E. SEE SHEET CD101 FOR DEMOLITION PLAN.
F. SEE SHEET CU101 AND CU102 FOR UTILITY
LAYOUT PLANS.
G. SEE SHEET CS101 AND CS102 FOR SITE LAYOUT
PLANS.
H. SEE SHEET CG101 AND CG102 FOR SITE GRADING
AND DRAINAGE PLANS.
I. MILL AND OVERLAY OF EXISTING PARKING LOT IS
TO OCCUR AFTER UTILITY TRENCHING.
J. SOUTH JERSEY GAS IS THE OWNER OF THE SITE
NATURAL GAS SYSTEM. COORDINATION WITH
SOUTH JERSEY GAS IS REQUIRED TO CONFIRM
THE FINALIZED CONNECTION POINTS TO EXISTING
INFRASTRUCTURE.
1 ADDENDUM NO. 2 7/22/2025
C1
AE201
C1
AE207
C1
AE205
C1
AE203
CC
GG
F
AA
ELEC
COMM
MECH
VEST
LO
B
B Y
MAN TRAP
SEC OFFICE
BREAK
STO
WOM
MEN
ADMIN
CLS OFFICE
103 SIM 2
SIM 1
MOC
STO/AV
IOS 1 & 2
UPS
NETWORK
SEC COMM
SIM 3
CORR
BDS 2
IOS 3 & 4
MX WORK
AREA/
SPARES
SIM 4
BDS 1
JAN
2' -0
'-1 0"
8' -0
'-0
'-4
'-1 0"
2' -0
AE301
B3
AE301
B3
D D
B B
AE301
D3
AE301
D3
AE302
B1 AE302
B1
106A
103A
CORR
109A
130A
129A
128A 127A 126A
112B
119A
124A118A
113A
A1
AE401
112A
111A
2'-0"30'-10"18'-10"16'-10"30'-10"28'-0"22'-4"2'-0"
2'-0"30'-10"18'-10"16'-10"30'-10"28'-0"22'-4"2'-0"
2' -0
8'
-8
'-2
'-0
'-4
'-1 0"
2' -0
18'-0"12'-8"40'-0"12'-8"55'-5 3/8"5'-0"7'-10 5/8"
101B
AE305
A5
122A120A
D1
D1
C1 B1 S2
S3
S3
S3
S3
S3
S3
S3
S3
S3
S3
S3
S2
S3
S3
S3
S2
2' -0
5' -0
6'
-4
'-1
0" 1'
-8
'-0
4"
5' -8
'-0
6' -4
4' -6
6'
-4
5' -0
2' -0
2' -0
1'
-3
6' -4
8'
-8
/2
7' -6
/2
'-0
4" 5'
-8
'-4
'-1 0"
2' -0
S3
AE302
A1
AE302
A1
AE301
A3
AE301
A3
S3
AE302
D1
AE302
D1
18'-0"12'-8"40'-0"12'-8"18'-0"24'-0"26'-4"
S3
S3
C3
AE603
C1
AE603
ED1
D1 123A 4
121A
C2
AE202
101A
EX2
EX2
EX2
EX2
4' -3
5'
-0
2' -8
5' -0
" 11
6' -2
5'
-0
3' -0
5' -0
'-2
9' -6
6'
-4
8' -0
4'
-4
4' -0
6'
-4
3' -4
A4
AE101
C1
AE204
126B130B
114A
AE305
A3
EX2
125A
124B118B
117A
116A
115A
151'-8"
2'-10"
2'-2"2'-0"
8'-4"2'-4"
2'-4"
8'-4"
2'-0"2'-2"
3'-8"2'-10" 3'-8"6'-1"1'-1"2'-7"
'-8
4'
-0
'-4
'-0
151'-8"
2'-4"8'-4"
2'-0"
2'-2"2'-2"2'-0"8'-4"2'-4"
'-0
C1
AE206
D1
AE208
A1
AE101
S3
S3
B2
AE102
AE306
A1
8 1/2"
8' -9
/4
1'-3" 6'-8 1/2"15'-7 1/2"2'-0"
EX1
S3
'-2
24'-3 3/8" 25'-6 1/2" 31'-8 1/2" 16'-10" 18'-10" 31'-10 3/8"
8 1/2" 12'-5 3/8"
8 1/4"S2
1 1
D4
AE401
D4
AE401
SIM D4
AE401
SIM
D4
AE401
SIM
D3
AE401
D3
AE401
SIM
D3
AE401
SIM
D3
AE401
SIM
107A
108A
S1
S1
C1
A2 S4
A2
A1
S1fS1fS1f
S1 A2A2
S1
A2
A2
A2
A2
A2
B3
B3
S2f
S2f
A1
A2
B2 B2
B5
AE101
EX1
AE502
C4
AE502
C4
A1
AE503
A3
AE503
A1
AE503
A3
AE503
HIGH LOW
B2
CJ CJ
CJ
CJCJ
CJCJCJ
AE602
A2
AE602
A1
AE402
B4
B5
AE503
B1 B1
AE504
A2
AE504
A1
AE504
A3
C
VEST
CLS OFF
101A
EX1
EX2
4'-8"
2'-0"2'-8"
115A
A1
AE102
2' -8
7'
-4
5' -4
3'
-4
1' -1
3/
4"
C1
A2
B1
A3
AE102
6' -1
0" 6"
5' -4
3'
-4
2'-8" 2'-0"
A
2'-0"
2' -0
1/2" 1 5/8"4"3"1'-2 7/8"
1' -9
/8
5/ 8"
1/
2" 16 GA PREFIN BRAKE
METAL SILL FLASHING
PREFIN METAL IMWP
CORNER TRIM
4" INSUL METAL
WALL PANELS
16 GA - 3" Z HORIZ
FURRING CHANNEL AT
48" OC VERTICALLY
FLUID APPLIED
MEMBRANE AIR BARRIER
1/2" EXT GYPSUM
SHEATHING
6" COLD FORMED METAL
FRAMING
1/2" EXT GWB
SHEATHING
5/8" GWB
MIN 4" OPEN CELL
SPRAY FOAM AIR
BARRIER. WITH ASTM
E84 COMPLIANT FS-IB
IGNITION BARRIER
COATING.
(MV1) MODULAR
BRICK VENEER (BELOW)
STEEL STRUCTURE
RE: STRUCTURAL
GROUND FLOOR
100' - 0"
6"4'-0"6"
8'-5" 3"
9" 4"
MANUFACTURED
CANOPY
DRIP LINE AT
OUTSIDE CORNERS
2" COMPACTED
AGGREGATE BED
CONC CURB WITH
3/4" CHAMFERS
(RUBBED FINISH)
#4 REINFORCING
BARS ALL AROUND
FILTER FABRIC
LINER
4" COMPACTED
GRANULAR FILL
OUTSIDE CORNER
CANOPY DRAIN
CANOPY HANGER RODS
C
AE101
A2
PERIM OUTLINE OF
MFD CANOPY ABOVE
EX2
101A
'-0
5' -0
'-8
1' -4
5'
-0
5'-0" 4'-9 3/4" 2'-0"
5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436
405.840.2931 | fsb-ae.com
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
C
B
A
D
C
B
A
54321
2022-130-00
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C :\U sers\nliu\D ocum ents\213000_Arch_nliu@ fsb-ae.com
.rvt
7/17/2025 3:47:16 PM
JULY 14, 2025
FLOOR PLANS
AE101
BKG
NXL
NXL
SCALE: 1/8" = 1'-0"
GROUND FLOOR PLANB1
GENERAL NOTES
A.
B.
C.
D.
E.
F.
ALL EXTERIOR PERIMETER MASONRY WAINSCOT
BASE COURSE DIMENSIONS ARE NOMINAL AND THE
CONTRACTOR SHALL BE RESPONSIBLE FOR
COORDINATING ADJUSTMENTS AT ALL OPENINGS.
ALL INTERIOR DIMENSIONS ARE FROM FACE OF
STUD TO FACE OF STUD OR FACE OF CMU OR
CONCRETE AS INDICATED - UNLESS NOTED
OTHERWISE.
ALL STC RATED WALLS INDICATED WITHIN THE 18"
RECESSED SLAB AREA SHALL BE CONSTRUCTED TO
EXTEND AND SEAL COMPLETELY TO THE CONCRETE
SLAB BENEATH THE RAISED ACCESS FLOORING -
NOTE: ALL 24"X24" ACCESS TILES SHALL TERMINATE
AT THE PERIMETER OF EACH ROOM AS INDICATED.
FULL 24" X 24" ACCESS FLOOR TILES SHALL START
AT THE LOCATION INDICATED WITH TILES CUT TO
FIT AROUND THE REMAINING PERIMETER.
THE CONTRACTOR SHALL COORDINATE WITH THE
SIMULATOR MFR REGARDING ALL FIXED AND
REMOVABLE SECTIONS OF THE 3/8" CHECKER
PLATE INCLUDING SIGNAL AND POWER ACCESS
POINTS.
THE DETAILS OF SIM BAY EXT DOORS 118B,
124B,126B, 130B REFER TO SHEET AE503
G. DRYWALL CONTROL JOINTS LOCATIONS MARKED
WITH CJ ARE TO BE PLACED A MINIMUM OF 30'-0" ON
CENTERS AT ALL UNINTERRUPTED LENGTHS OF
DRYWALL AND CENTERED ON BOTH SIDES OF
DOOR FRAMES AT ALL INT DOORS TO TRUE TOP OF
WALL. SEE DETAILS A1/AE001 AND A2/AE001.
SHEET KEYNOTES
LEGEND
AREA 1
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
OUTLINE OF FLIGHT SIMULATOR EQUIPMENT.
MECHANICAL EQUIPMENT.
FULL 24" X 24" ACCESS FLOOR TILE START POINT.
PAINTED 1/2" STEEL CHECKER PLATE COVERING
CONCRETE TRENCH FOR FUTURE F35 SIMULATOR
POWER AND SIGNAL CABLING INSTALLATION. REFER:
SPEC SECTION 09 06 00
ELECTRICAL EQUIPMENT.
BUILDING ENTRANCE SIGN, RE: C1/AE201.
FIRE DEPT EMERGENCY POWER OFF KNOX BOX.
CONCRETE CURB WITH COMPACTED AGGREGATE
FILL SPLASH PAD.
MANUFACTURED CANOPY ABOVE.
WALL MOUNTED CABLE TRAY. REFER: ET101.
FULL HEIGHT GYPSUM WALL BOARD CONTROL JOINT
IN STC 50 PARTITION.
CELL PHONE LOCKER, 37"W X 66.5"H, FREESTANDING
UNIT IS MOUNTED TO WALL, COORDINATE BLOCKING.
PLUMBING WALL ACCESS, REFER: PLUMBING.
UNDERCUT DOOR 1/2" FOR AIR TRANSFER.
(2) 2" PVC CONDUITS CUT TO 6" AFF. ROUTE UNDER
CONCRETE OR THROUGH SUB-FLOOR IN ADJACENT
SPACES. PROVIDE 1HR U.L. RATED PENETRATIONS.
REFER TO STRUCTURAL DETAILS A2/SB502, C2/SB502,
AND D5/SB502.
24" X 24" CONCRETE FILLED METAL
PAN ACCESS FLOOR TILE SYSTEM
AT RECESSED CONCRETE FLOOR
AND TIERED FLOORING SYSTEM
INCLUDING STEPS IN MOC #114
SCALE: 3/8" = 1'-0"
ENTRY PLAN (OLI #4)A4SCALE: 1 1/2" = 1'-0"
IMWP OUTSIDE CORNER DETAILA1
2' 6'4'0
3/8" = 1'-0"
6" 1'-6"1'0
1 1/2" = 1'-0"
0 4' 8' 16'
1/8" = 1'-0"
N
SCALE: 1 1/2" = 1'-0"
SECTION DETAILA2
SCALE: 1/8" = 1'-0"
SPLASH PAD PLANB5
N
PLAN TRUE
1 ADDENDUM NO.2 07-22-2025
MICHAEL
JAMES
C
10 3/8"4'-5 7/8"5'-0"
'-7
/4
8' -1
7/
8" 6'
-7
/8
3' -1
1/
4"
'-1
/4
1" / 1'-0"
'-0
7'-8" 1'-9 7/8"
VTR / OTHER ROUND
PENETRATION CENTERED
IN ROOF PANEL (PNTD TO
MATCH ROOF)
SS DRAWBAND WITH
BUTYL SEALANT
RUBBER FLASHING
BOOT
SEAL PENETRATION WITH
BUTYL SEALANT
(SSMR1) STEEL
STANDING SEAM METAL
ROOF SYSTEM
FOUR - 2" LAYERS
ROOF INSULATION
1/2" PROT BOARD
STEEL DECK
SQUARE FRAMED 8" - 16
GA CFMF STUDS CLIPPED
TOGETHER (LOOSE
INSULATION INFILL)
SEAL PENETRATION
SELF ADHERED
UNDERALYMENT
M
IN
NOM. 9" NOM. 9"
B
ROOF ACCESS
LADDER
THERMALLY BROKEN
ROOF HATCH
PREFIN CURB FLASHING
(SSMR1) STEEL
STANDING SEAM
METAL ROOF SYSTEM
SELF-ADHERED
UNDERLAYMENT
COVERBOARD
FOUR - 2" LAYERS ROOF
INSULATION
STEEL DECK
SAFETY
LANYARD
LADDER
CONNECTION TO
STEEL ANGLE
FRAME
CLEAR
4'-0" X 4'-0"
ZEE CLOSURE FLASHING
STEEL ANGLE OPENING
SUPPORT FRAME
8" (M
IN
VARIES
PREFIN CURB FLASHING
NEW 48"x48" ROOF HATCH
WITH INTEGRAL SAFETY
GUARDRAIL, SAFETY POST,
AND SAFETY GATE
C1
AE201
C1
AE207
C1
AE205
C1
AE203
CC
GG
F
AA
AE301
B3
AE301
B3
D D
B B
AE301
D3
AE301
D3
AE302
B1 AE302
B1
AE305
A5
AE302
A1
AE302
A1
AE301
A3
AE301
A3
AE302
D1
AE302
D1
E
AE104
A2
C2
AE202
C1
AE204
AE305
A3
1"
1' -0
1"
1' -0
" C1
AE206
D1
AE208
AE306
A1
EQ EQ EQ
EQ
AE101
A2
'-0
7'-8"
2 22 2
12 12 12 12
AE503
B3
5 5
AE303
C1
AE504
C1
FALL PROTECTION
SYSTEM BASEPLATE
MOUNTING CLAMP WITH
SETSCREWS FOR
ATTACHMENT TO SSMR1
VERTICAL SEAMS
(SSMR1) STEEL
STANDING SEAM METAL
ROOF SYSTEM
5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436
405.840.2931 | fsb-ae.com
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
C
B
A
D
C
B
A
54321
2022-130-00
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C :\U sers\nliu\D ocum ents\213000_Arch_nliu@ fsb-ae.com
.rvt
7/17/2025 3:47:18 PM
MAY 15, 2025
ROOF PLANS AND DETAILS
AE104
BKG
NXL
NXL
SCALE: 3/8" = 1'-0"
ROOF PLAN (OLI #4)C5
SHEET KEYNOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
(SSMR1) STEEL STANDING SEAM METAL ROOF.
8X8 PREFIN METAL GUTTER AND 6X6 DOWNSPOUT.
PREFIN EAVE / RAKE TRIM.
MANUFACTURED CANOPY.
LIGHTNING PROTECTION AIR TERMINA.
SNOW AND ICE RETENTION SYSTEM.
METAL LADDER.
FALL PROTECTION SYSTEM.
NEW 48"x48" ROOF ACCESS HATCH WITH INTEGRAL
GUARDRAIL, SAFETY POST, AND SAFETY GATE
MECHANICAL HOOD.
VENT PIPE, REFER DETAIL A4 / AE104.
CAMERA.
MECHANICAL VENT, REFER DETAIL C1 / AE502.
LED ILLUMINATED SIGNAGE. (OLI #7)
SIMULATOR GPS ANTENNA MOUNT.
2' 6'4'0
3/8" = 1'-0"
SCALE: 3" = 1'-0"
ROOF VENT PIPE DETAILA4
SCALE: 3" = 1'-0"
ROOF HATCH DETAILA2
SCALE: 1/8" = 1'-0"
ROOF PLANB3
3" 9"6"0
3" = 1'-0"
ENVELOPE AIR BARRIER LEGEND
GRAPHIC PLANE OF CONT AIR BARRIER FOR ALL
EXTERIOR WALLS AND ROOFS
REFER TO SPECIFICATION SECTIONS:
07 05 23 - PRESSURE TESTING AN AIR BARRIER
SYSTEM FOR AIR TIGHTNESS
07 27 10.00 10 - BUILDING AIR BARRIER SYSTEM
SCALE: 3" = 1'-0"
FALL PROTECTION ATTACHMENT DETAILB1
0 4' 8' 16'
1/8" = 1'-0"
NN
PLAN TRUE
1 ADDENDUM NO.2 07-22-2025
MICHAEL
JAMES
GROUND FLOOR
100' - 0"
2 3 51 6 74
AE301
B3
AE301
D3
(FWP1) INSULATED
METAL WALL PANEL
PREFIN EAVE TRIM
(CMUV1) SPLIT FACE
CMU VENEER - FIELD
COLOR
(FWP1) INSULATED
METAL WALL PANEL
PREFIN RAKE TRIM
MANUFACTURED
CANOPY SYSTEM
FALL PROTECTION
SYSTEM
CJ
PNTD STEEL STC DOOR
AND FRAME ASSEMBLY
PNTD STEEL STC DOOR
AND FRAME ASSEMBLY
(CMUV2) SMOOTH FACE
CMU VENEER - ACCENT
CJ CJ
7'-0"
CJ
1'-4"
CJ
1'-4"
1'-4"
CJ CJ
FALL PROTECTION
SYSTEM
HIGH EAVE (HIGH)
130' - 5"
LOW EAVE (HIGH)
121' - 8"
9AE503
A1
AE503
B1
AE503
A3
1 1111 888
12'-8"
'-8
12'-8"
'-8
FIRE PROTECTION
ANTENNA
OH
OH
AE504
C1
1' -4
3'
-0
18 GA MIN BRACKET
CLAMP
2' -0
2' ABOVE TOP EDGE OF THE ROOF.
WATER TIGHT - WEATHER HAT ON TOP.
GROUND FLOOR
100' - 0"
2 3 51 6 74 AE301
B3
AE301
D3
HIGH EAVE (HIGH)
130' - 5"
LOW EAVE (HIGH)
121' - 8"
3' -1
0" 4'
-0
4' -0
4'
-0
4' -0
4'
-0
3' -1
0" 4'
-0
4' -0
4'
-0
4' -0
"(5) 1" DIA CONDUITS
3/4" DIA CONDUIT
FU
R
R
IN
G L
O C
AT
IO
N
FU
R
R
IN
G L
O C
AT
IO
N
1' -6
'-0
2' -0
5' -6
5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436
405.840.2931 | fsb-ae.com
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
C
B
A
D
C
B
A
54321
2022-130-00
FDN
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C :\U sers\nliu\D ocum ents\213000_Arch_nliu@ fsb-ae.com
.rvt
7/21/2025 2:52:31 PM
MAY 15, 2025
NORTH BUILDING ELEVATIONS
AE207
BKG
NXL
NXL
SHEET KEYNOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
LIGHT FIXTURE.
WALL HYDRANT.
FIRE ALARM DEVICE.
WPGFI OUTLET.
MECHANICAL HOOD OR LOUVER.
VENT PIPE.
LED ILLUMINATED SIGNAGE (OLI #7).
CAMERA.
ELECTRICAL EQUIPMENT.
METAL LADDER.
LIGHTNING PROTECTION AIR TERMINAL.
SIMULATOR GPS ANTENNA MOUNT.
SCALE: 3/16" = 1'-0"
NORTH ELEVATION (BASE BID)C1
4' 12'8'0
3/16" = 1'-0"
SCALE: 3/16" = 1'-0"
NORTH ELEVATION (BASE BID) - FURRING LOCATIONA1
1 ADDENDUM NO.2 07-22-2025
MICHAEL
JAMES
GROUND FLOOR
100' - 0"
2 3 51 6 74 AE301
B3
AE301
D3
(CMUV2) SMOOTH
FACE CMU VENEER -
ACCENT (CMUV1) SPLIT FACE CMU
VENEER - FIELD COLOR
(FWP1) INSULATED METAL
WALL PANEL
PREFIN RAKE TRIM
(FWP2) INSULATED METAL
WALL PANEL
CJ CJCJ CJ CJ CJ
(FWP1) INSULATED
METAL WALL PANEL
PREFIN EAVE TRIM
MANUFACTURED
CANOPY
ELECTRICAL
EQUIPMENT
PNTD STEEL STC DOOR
AND FRAME ASSEMBLY
FRAMED OPENING INFILLED FOR FUTURE PNTD
STEEL STC DOOR AND FRAME ASSEMBLY
PNTD STEEL STC DOOR
AND FRAME ASSEMBLY
HIGH EAVE (HIGH)
130' - 5"
LOW EAVE (HIGH)
121' - 8"
AE503
A3
AE503
B3
FALL PROTECTION
SYSTEM11
FIRE PROTECTION
ANTENNA
12'-8"
18 GA MIN BRACKET
CLAMP
2' ABOVE TOP EDGE OF THE ROOF.
WATER TIGHT - WEATHER HAT ON TOP.
2' -0
AE504
C1 1'
-4
3' -0
GROUND FLOOR
100' - 0"
2 3 51 6 74 AE301
B3
AE301
D3
HIGH EAVE (HIGH)
130' - 5"
LOW EAVE (HIGH)
121' - 8"
'-1
0" 4'
-0
4' -0
'-1
0" 4'
-0
4' -0
4'
-0
(5) 1" DIA CONDUITS
3/4" DIA CONDUIT
1' -6
'-0
2' -0
FU
R
R
IN
G L
O C
AT
IO
N
FU
R
R
IN
G L
O C
AT
IO
N
5' -6
D4
AE208
(CMUV1) SPLIT FACE CMU
VENEER - FIELD COLOR
(CMUV2) SMOOTH FACE
CMU VENEER - ACCENT
STEEL COLUMN
RE: STRUCTUAL
STEEL LINTEL AND BEAM
FOR FUTURE DOOR
RE: STRUCTUAL
CJ FOR FUTURE
DOOR OPENING
SCALE: 3/16" = 1'-0"
NORTH ELEVATION (OLI #3, OLI #4 & OLI #7)D1
5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436
405.840.2931 | fsb-ae.com
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
C
B
A
D
C
B
A
54321
2022-130-00
FDN
At lan tic C ity A
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Ha rb or T ow ns hi p, N ew
J er se y
N
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7t h
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F-
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C :\U sers\nliu\D ocum ents\213000_Arch_nliu@ fsb-ae.com
.rvt
7/21/2025 2:52:41 PM
MAY 15, 2025
NORTH BUILDING OLI
ELEVATIONS
AE208
BKG
NXL
NXL
SHEET KEYNOTES
4' 12'8'0
3/16" = 1'-0"
SCALE: 3/16" = 1'-0"
NORTH ELEVATION (OLI #3, OLI #4 & OLI #7) - FURRING LOCATIONA1
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
LIGHT FIXTURE.
WALL HYDRANT.
FIRE ALARM DEVICE.
WPGFI OUTLET.
MECHANICAL HOOD OR LOUVER.
VENT PIPE.
LED ILLUMINATED SIGNAGE (OLI #7).
CAMERA.
ELECTRICAL EQUIPMENT.
METAL LADDER.
LIGHTNING PROTECTION AIR TERMINAL.
SIMULATOR GPS ANTENNA MOUNT.
SCALE: 1 1/2" = 1'-0"
STRUCTURE BEHIND WALL - OIL#3
(TYP. AT SIM BAY EXTERIOR DOOR)D4
6" 1'-6"1'0
1 1/2" = 1'-0"
1 ADDENDUM NO.2 07-22-2025
MICHAEL
JAMES
GGG
SLEEVE DETAIL FOR
CONDUIT AT HEIGHTS
REQUIRED. RE: TELECOM.
M
IN
3/ 4"
M
IN
3/ 4"
CONDUIT NON-CONDUCTIVE
UNION (TYP.) OR
PRESSURIZED PIPE
(BONDED / GROUNDED)
MIN SCHEDULE 40 PVC
RACEWAY (SIZE AS
REQUIRED TO MAINTAIN 3/4"
ROCKWOOL INSUL INFILL)
3/4" CONT SEALANT ALL
AROUND INCLUDING SEALING
BEAD AROUND PERIMETER TO
THOROUGHLY SEAL FOR
WEATHER PER INSULATION
AND SEALANT
MANUFACTURERS SPECIFIC
INSTRUCTIONS
3/4" DEPTH CONT
SEALANT ALL AROUND
PAINTED AS
SCHEDULED
CONT ROCKWOOL
INSUL INFILL IN
ANNULAR SPACE
EXTERIOR INTERIOR
(FWP1) 4" INSULATED
METAL WALL PANEL
18 GA MIN ESCUTCHEON
PLATE WITH SEALANT
FLANGE - SIZE TO FULLY
COVER AND ALLOW
CONDUIT OR PIPE TO PASS
THROUGH. SET SEALANT. 5/8" GWB ON 1/2" GWB
1/2" EXT GWB SHEATHING
FLUID APPLIED MEMBRANE
AIR BARRIER
MIN 4" OPEN CELL SPRAY
FOAM AIR BARRIER. WITH
ASTM E84 COMPLIANT FS-
IB IGNITION BARRIER
COATING.
16 GA - 6" CFMF AT 16" OC
18 GA MIN
BRACKET CLAMP
FLEXIBALE
SEALANT
126'-4"
BOTTOM OF CONDUIT
GROUND FLOOR
100' - 0"
2TWO LAYERS GWB
(BOTH SIDES)
16 GA - 8" CFMF AT
16" OC
CONT FIRE CAULK
(BOTH SIDES)
SCHEDULED BASE
(BOTH SIDES)
CONCRETE
FOUNDATION
RE: STRUCTURAL
1/2" THICK STEEL PLATE
(BOTH SIDES)
RE: STRUCTURAL
TERMINATE SLEEVE
FLUSH WITH
FINISHED WALL
SEAL OR CAULK
SLEEVES ON BOTH
SIDES OF THE WALL
PIPES OR CONDUITS
INSULATION PER
SPECIFICATION
S3
GROUND FLOOR
100' - 0"
STEEL FRAME
THRESHOLD PROVIDED BY STC
RATED DOOR MANUFACTURER
1'-0"
1/2" PLYWOOD
CONT FIRE CAULK
(BOTH SIDES)
CONCRETE
FOUNDATION
RE: STRUCTURAL
1/2" THICK STEEL PLATE
(BOTH SIDES)
RE: STRUCTURAL
TERMINATE SLEEVE
FLUSH WITH
FINISHED WALL
SEAL OR CAULK
SLEEVES ON BOTH
SIDES OF THE WALL
PIPES OR CONDUITS
INSULATION PER
SPECIFICATION
CONT FIRE CAULK
(BOTH SIDES)
GROUND FLOOR
100' - 0"
TWO LAYERS GWB
(BOTH SIDES)
16 GA - 8" CFMF AT
16" OC
SCHEDULED BASE
(BOTH SIDES)
CONCRETE
FOUNDATION
RE: STRUCTURAL
1/2" THICK STEEL PLATE
RE: STRUCTURAL
CONT FIRE CAULK
(BOTH SIDES)
TERMINATE SLEEVE
FLUSH WITH
FINISHED WALL
SEAL OR CAULK
SLEEVES ON BOTH
SIDES OF THE WALL
PIPES OR CONDUITS
INSULATION PER
SPECIFICATION
24"X24" CONCRETE
FILLED ACCESS
FLOOR PANEL
S3
ACCESS FLOOR
SYSTEM SUPPORT
STRUCTURE
CONTRACTORS
VERIFY CLEARANCE
FOR ACCESS FLOOR
SCALE: 3" = 1'-0"
TRENCH DETAIL @ DOORA1 SCALE: 3" = 1'-0"
TRENCH DETAILA2
SCALE: 3" = 1'-0"
WALL PENETRATION DETAILC1
SCALE: 3" = 1'-0"
TYP. TRENCH DETAIL @ ACCESS FLOORA3
5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436
405.840.2931 | fsb-ae.com
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
C
B
A
D
C
B
A
54321
2022-130-00
FDN
At lan tic C ity A
NG
B as e
Eg g
Ha rb or T ow ns hi p, N ew
J er se y
N
EW
J
ER
SE
Y
A N
G
7t h
FW
F-
M iss io n
Tr ain in g
Ce nt er (M
TC
C :\U sers\nliu\D ocum ents\213000_Arch_nliu@ fsb-ae.com
.rvt
7/21/2025 2:52:42 PM
07/14/25
SECTION DETAILS
AE504
BKG
NXL
NXL
1 ADDENDUM NO.2 07-22-2025
3" 9"6"0
3" = 1'-0"
MICHAEL
JAMES
PULL DOWN
FIRE ALARM
" M
IN
" M
IN
NOTES:
A. VERIFY EXACT MOUNTING
HEIGHTS WITH PROJECT
REQUIREMENTS. DEVICES MAY
OR MAY NOT APPLY TO THIS
PROJECT. REFER TO PLANS.
B. ALL NEW DEVICES SHALL BE
INSTALLED ACCORDING TO THE
MOUNTING HEIGHTS INDICATED
U.N.O.
AUDIBLE/VISUAL
UNIT
VISUAL
ONLY UNIT
MANUAL PULL
STATION
TOP OF
PULL
STATION
HANDLE
FINISHED FLOOR
AUDIBLE
ONLY UNIT
TEXT SIGN
0"
M
AX
L E R
A
T
L E R
A
T
L E R
A
T
ABBREVIATIONSABBREVIATIONS
............................................................ ABOVE
....................................... ADMINISTRATIVE
.............................. ABOVE FINISHED FLOOR
...................................................... BUILDING
............................... BACKFLOW PREVENTER
....................... CONTINUE, CONTINUATION
............................................... DEPARTMENT
........................................ DETECTOR, DETAIL
.................................................... DUCTILE IRON
................................................. DISCHARGE
................................................. EQUIPMENT
....................................................... FIRE ALARM
FACU
.............. FIRE DEPARTMENT CONNECTION
...................... FIRE PROTECTION, FIRE PUMP
....................................................... FOOT, FEET
................ INSPECTOR'S TEST CONNECTION
.................................................... LIGHT HAZARD
................................................. MECHANICAL
........................................ NORMALLY CLOSED
........................... OUTSIDE STEM AND YOKE
................................. POST INDICATING VALVE
........................................... ORDINARY HAZARD
................................................... PRESSURE
........................... POUNDS PER SQUARE INCH
....................................... REFERENCE, REFER
.................................................... SQUARE FOOT
................................. GALLONS PER MINUTE
............................................................. TYPICAL
.............................................. TEMPERATURE
.................................................. UNDERGROUND
............................ WET PIPE, WEATHERPROOF
..................................................................... WITH
........................................................... WITHOUT
........................................................... HAZARD
............................................... NOT APPLICABLE
................................................................ EQUAL
......................... FIRE ALARM ANNUNCIATOR
...................... MASS NOTIFICATION SYSTEM
................................................. NOT TO SCALE
................................................................ SHEET
........................ UNLESS NOTED OTHERWISE
.......................................................... CANDELA
................................................................ FLOOR
.......................................... FIRE DEPARTMENT
..................................................... TRANSMIT
............................................................. SYSTEM
................................................ SUPERVISORY
............................................................ STATION
.............................................. INPUT / OUTPUT
................................................... SUPERVISION
........................................................ SCHEDULE
ABV
ADMIN
AFF
BLDG
BFP
.......................... CONNECT, CONNECTION
CONT
DEPT
DET
DI
DISCH
EQUIP
FA
...................... FIRE ALARM CONTROL UNIT
FDC
FP
FT
ITC
LH
MECH
N.C.
OS&Y
PIV
OH
PRESS
PSI
REF
SF
GPM
TYP
TEMP
UG
WP
W/ W/O
HAZ
NA
EQ
FAA
MNS
NTS
SHT
UNO
CD
FL
FD
TRANS
SYS
SUPV
STA
I / O
........................................ CARBON MONOXIDE
SUP
SCH
CONN
CO
LOC...........................LOCAL OPERATING CONSOLE
......................... AIR SAMPLING DETECTIONASD
................................................. JOCKEY PUMPJP
............................. EMERGENCY POWER OFFEPO
...........................SURGE PROTECTION DEVICESPD
................................................. MICROPHONEMIC
SYMBOL
FIRE ALARM MANUAL PULL STATION
WALL MOUNTED FIRE ALARM/MNS
SPEAKER/STROBE
CEILING MOUNTED FIRE ALARM SPEAKER
CEILING MOUNTED FIRE ALARM/MNS
SPEAKER/STROBE
WALL MOUNTED FIRE ALARM…
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