P683 Amendment 0003 Drawings.pdf
PDF 8 MB Posted
- Solicitation number
- N6945026R0005
About this file
This document set contains final design submittal drawings for the P-683 Engine Repair Facility at Naval Air Station Jacksonville, Florida, dated December 19, 2025. The drawings are prepared by Michael Baker International for the Department of the Navy, Naval Facilities Engineering Systems Command (NAVFAC) Southeast, with project number 1817922 and construction contract number 1394.
The design encompasses a two-story engine repair facility with approximately 147,000 square feet organized into multiple functional zones (Zones A through K) supporting disassembly, repair, and assembly operations. Key infrastructure includes reinforced concrete foundations with slabs-on-grade, structural steel framing supporting an overhead bridge crane with 28,000-pound capacity, two-story masonry and steel stud exterior walls with metal cladding, standing seam metal roofing, and extensive mechanical, electrical, and plumbing systems. The facility features multiple equipment workspaces with utility trenches (power and data), slotted channel framing support systems, platforms with scissor lifts and vertical reciprocating conveyors, specialized testing and storage areas, administrative offices, and support facilities including locker rooms, break areas, and mechanical/electrical rooms. The design incorporates fire protection systems, emergency egress staircases, elevator systems, and hurricane-resistant features consistent with Florida building codes and Department of Navy requirements. Delegated design elements include the platform systems, structural supports, and equipment-specific configurations requiring contractor coordination with government-furnished equipment manufacturers.
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BUILDING 7H
TWO STORY
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BUILDING 6G
TWO STORY
FINISH FLOOR ELEV.
12.99
BUILDING 6F
TWO STORY
FINISHED FLOOR ELEV.
14.86 DRAIN
TOP 14.58
INV. 11.50
DRAIN
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INV. 13.03
CATCH BASIN
TOP 11.32
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E INV. 3.80
W INV. 3.93
CATCH BASIN
TOP 13.69
E INV. 10.87
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TOP 14.04
N INV. 8.14
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TOP 13.10
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BREEZE WAY
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TOP 12.57
CATCH BASIN
TOP 11.70
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W INV. 4.75
CATCH BASIN
TOP 11.91
N INV. 5.67
E INV. 5.76
S INV. 4.83
W INV. 9.16
NW INV. 6.47
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MANHOLE
(EX SAN MH 1)
TOP 12.60
N INV. 7.13
E INV. 6.40
S INV. 9.66
W INV. 6.46
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(EX SAN MH 4)
TOP 16.35
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E INV. 11.64
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TOP 11.13
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COOLING
TOWERCHILLER
CHILLER
AC
PAD
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ETP
ECB
BUILDING 794A
ONE STORY
FINISHED FLOOR ELEV.
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30" RCP 30" RCP 30" RCP
10" CLAY 10" CLAY 10" CLAY
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16"OAK
0"OAK
34"OAK
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TYPICAL
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MANHOLE
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TOP 12.56
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GENERAL SHEET NOTES
DEMO LEGEND
DEMO KEY NOTES
GRAPHIC SCALE
100 AIRSIDE DRIVE
MOON TOWNSHIP, PA 15108
FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y
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B
C
D
1 2 3 4 5
1 2 3 4 5
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D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V A
L
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IL
IT
IE
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N G
IN
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E R
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M S
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DES DRW
M A
R K
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IP
TI
O
N D
A
TE
DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
DESIGN MANAGER
PROJECT MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
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O
N
VI
LL
E, F L
AS NOTED
P-
EN
G
IN
E R
EP
AI
R F
AC
IL
IT
Y
1817922
N
AS
J
AC
KS
O
N
VI
LL
E, F L
N
AV
FA
C
S E
SO
U
TH
EA
ST
KEYPLAN
MATCH LINE: SEE SHEET CD103
M
ATC
H
LIN
E: SEE SH
EET C
D
CD102
A M
E N
D M
E N
T
AutoCAD SHX Text
DEMOLISH ASPHALT
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DEMOLISH CONCRETE
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REMOVE OBJECT
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DEMOLISH LINEAR OBJECT
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DEMOLISH GRAVEL PARKING LOT
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REMOVE TREE
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1. RELOCATE EXISTING CONCRETE WHEEL STOPS IN CONSTRUCTION AREAS RELOCATE EXISTING CONCRETE WHEEL STOPS IN CONSTRUCTION AREAS TO TEMPORARY GRAVEL LOT. 2. ALL ITEMS, ABOVE AND BELOW GROUND WITHIN THE BUILDING ALL ITEMS, ABOVE AND BELOW GROUND WITHIN THE BUILDING FOOTPRINT SHALL BE REMOVED. 3. REMOVAL OF MONITORING WELL DOES NOT REQUIRE PERMITTING. REMOVAL OF MONITORING WELL DOES NOT REQUIRE PERMITTING. CONTRACTOR MUST PROVIDE WELL CLOSURE REPORT. 4. DEMOLITION AND REPLACEMENT OF EXISTING ASPHALT ALONG DEMOLITION AND REPLACEMENT OF EXISTING ASPHALT ALONG ENTERPRISE SHALL BE DONE IN SUCH A WAY AS TO NOT INTERRUPT FRC OPERATIONS. (I.E. TOWING OF AIRCRAFT DOWN ENTERPRISE AVE.) 5. REMOVE ANY SUPPORTS WHERE ABOVE GROUND UTILITIES ARE NO REMOVE ANY SUPPORTS WHERE ABOVE GROUND UTILITIES ARE NO LONGER PRESENT.
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DEMOLISH BUILDING
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KEYNOTE
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DESCRIPTION
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REMOVE EXISTING ASPHALT PAVEMENT
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REMOVE EXISTING GRAVEL PARKING LOT
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REMOVE EXISTING CONCRETE SIDEWALK
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REMOVE EXISTING CURB
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REMOVE EXISTING CONCRETE STEPS
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REMOVE EXISTING SWING GATE AND TURNSTILES
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REMOVE EXISTING CHAIN-LINK FENCE
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REMOVE EXISTING SANITARY PIPE
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REMOVE EXISTING SANITARY STRUCTURE
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REMOVE EXISTING FIRE HYDRANT
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CAP EXISTING WATERLINE
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REMOVE EXISTING ELECTRICAL LINE
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REMOVE EXISTING STEAM LINE, SUPPORTS POSTS AND HANGERS
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REMOVE EXISTING MONITORING WELL (SEE NOTE #3)
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PROTECT EXISTING GAS METER AND BOLLARDS
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PROTECT EXISTING COMMUNICATIONS MANHOLE
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PROTECT EXISTING ELECTRICAL MANHOLE
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REMOVE EXISTING CROSSWALK PAINT
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REMOVE AND REPLACE EXISTING FENCE POLE OR FABRIC OVERLAP
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REMOVE EXISTING FORCEMAIN
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BURY EXISTING COMM LINE FROM 794A TO EXISTING TURNSTILES WEST OF 794
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REMOVE EXISTING CURB FOR NEW RAMP
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DEMOLISH COVERED BREEZEWAY AND SIDEWALK
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PROTECT BREEZEWAY TO REMAIN
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FDC
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CHILLER
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CHILLER
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CHILLER
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PIV
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NORTH
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DEMOLITION PLAN
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DL
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AA
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SCOTT WALDROFF
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DOMINIC DRDLA
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JEREMY DERYK
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B B
CO
SANITARY
MANHOLE
TOP 12.60
N INV. 8.12
E INV. 8.05
W INV. 7.96
LIFT STATION
TOP 15.04
BOTTOM 5.33
MONITORING
WELL
WV
WVWV
WV
CATCH BASIN
TOP 11.13
E INV. 3.32
W INV. 3.33
CATCH BASIN
TOP 11.18
E INV. 3.04
W INV. 3.05
CATCH BASIN
TOP 11.60
E INV. 2.75
W INV. 2.75
CATCH BASIN
TOP 11.70
E INV. 2.47
W INV. 2.56
CATCH BASIN
TOP 11.70
E INV. 2.25
W INV. 2.25
CATCH BASIN
TOP 11.52
E INV. 2.07
W INV. 2.08
CATCH BASIN
TOP 11.66
E INV. 1.71
W INV. 1.73
CATCH BASIN
TOP 11.73
E INV. 1.48
W INV. 1.48
CATCH BASIN
TOP 9.99
S INV. 7.00
CONCRETE
HEADWALL
INV. 8.19
CONCRETE
HEADWALL
INV. 8.25
FORCE MAIN
VALVE VAULT
TOP 14.73
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FH
WVWV
LPLPLPLP
NPS NPS
RPS RPS
RPS
NPS
HCS
HCS
HCS
HCS
HCS
LOT KA
SIGN
NPS SS
SPEED
BUMP
SIGN
4" SQUARE POST
WITH MIRROR
ALARM
BOX
BUILDING 794B
ONE STORY
FINISHED FLOOR ELEV.
19.35
CCS
BUILDING
794-797
SIGN
LP
CATCH BASIN
TOP 13.63
E INV. 10.42
W INV. 10.44
LP
LP
ECB
ECB
ECB
GATE
LASER
GATE
ARM
LP LP LP ECB
ECB
ECB
ECB
COOLING
TOWERCHILLER
AC
PAD
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T
ST
R
EE
T
ECB
10" CLAY
30" RCP 30" RCP 30" RCP 30" RCP 30" RCP 30" RCP 30" RCP 36" RCP
" R
C P
36" RCP
" R
C P
52"OAK
34"OAK
22"CHINABERRY
CURB
ASPHALT PARKING LOT
ASPHALT PARKING LOT
AND ROADWAY
GRAVEL PARKING LOT
GRASS
AREA
GRASS
AREA
8" P
VC
8"
P
VC
10" PVC10" PVC
10" PVC
LINE TIES TO
UNKNOWN MAIN
TO THE SOUTH
FIR
E
FIR
E
FIR
E
FIR
E
FIR
E
FIR
E
FIR
E
FIR
E
FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE
SANITARY
MANHOLE
TOP 12.69
UNABLE TO
OPEN
CATCH BASIN
TOP 7.78
N INV. 5.68
E INV. 1.00
W INV. 1.11
LP
NPS
NPS
SS
ECB
FIRE
6" FIRE
SPRINKLER
CURB
ASPHALT PARKING LOT
GRASS
AREA
GRASS
AREA
24" PVC
" P
VC
W
TR
W
TR
D D
DRAINAGE
MANHOLE
TOP 11.06
N INV. 0.73
S INV. 1.42
W INV. 0.85
DRAINAGE
MANHOLE
TOP 15.07
N INV. 8.24
SE INV. 8.39
S INV. 8.30
W INV. 8.33
DRAINAGE MANHOLE
TOP 19.70
E INV. RECESSED
W INV. RECESSED
BUILDING 799
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE ELE
SAN SAN
ELE
ELE
ELE
ELE
ELE
ELE
ELE
ELE
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
EL
E
U (B
U
(B
U (B
U
(B
U (B
U
(B
U (B
U
(B
U (B)
U (B)
ELE
GENERAL SHEET NOTES
DEMO LEGEND
DEMO KEY NOTES
GRAPHIC SCALE
100 AIRSIDE DRIVE
MOON TOWNSHIP, PA 15108
FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025
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1 2 3 4 5
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
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DES DRW
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D E
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A
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DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
DESIGN MANAGER
PROJECT MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
D
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AS NOTED
P-
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AC
IL
IT
Y
1817922
N
AS
J
AC
KS
O
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N
AV
FA
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EA
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KEYPLAN
MATCH LINE: SEE SHEET CD105
M
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S
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S H
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CD105
A M
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D M
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AutoCAD SHX Text
DEMOLISH ASPHALT
AutoCAD SHX Text
DEMOLISH CONCRETE
AutoCAD SHX Text
REMOVE OBJECT
AutoCAD SHX Text
DEMOLISH LINEAR OBJECT
AutoCAD SHX Text
DEMOLISH GRAVEL PARKING LOT
AutoCAD SHX Text
REMOVE TREE
AutoCAD SHX Text
1. RELOCATE EXISTING CONCRETE WHEEL STOPS IN CONSTRUCTION AREAS RELOCATE EXISTING CONCRETE WHEEL STOPS IN CONSTRUCTION AREAS TO TEMPORARY GRAVEL LOT. 2. ALL ITEMS, ABOVE AND BELOW GROUND WITHIN THE BUILDING ALL ITEMS, ABOVE AND BELOW GROUND WITHIN THE BUILDING FOOTPRINT SHALL BE REMOVED. 3. REMOVAL OF MONITORING WELL DOES NOT REQUIRE PERMITTING. REMOVAL OF MONITORING WELL DOES NOT REQUIRE PERMITTING. CONTRACTOR MUST PROVIDE WELL CLOSURE REPORT. 4. DEMOLITION AND REPLACEMENT OF EXISTING ASPHALT ALONG DEMOLITION AND REPLACEMENT OF EXISTING ASPHALT ALONG ENTERPRISE SHALL BE DONE IN SUCH A WAY AS TO NOT INTERRUPT FRC OPERATIONS. (I.E. TOWING OF AIRCRAFT DOWN ENTERPRISE AVE.) 5. REMOVE ANY SUPPORTS WHERE ABOVE GROUND UTILITIES ARE NO REMOVE ANY SUPPORTS WHERE ABOVE GROUND UTILITIES ARE NO LONGER PRESENT.
AutoCAD SHX Text
DEMOLISH BUILDING
AutoCAD SHX Text
KEYNOTE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE EXISTING ASPHALT PAVEMENT
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE EXISTING GRAVEL PARKING LOT
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE EXISTING CONCRETE SIDEWALK
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE EXISTING CURB
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE EXISTING CONCRETE STEPS
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE EXISTING SWING GATE AND TURNSTILES
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE EXISTING CHAIN-LINK FENCE
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE EXISTING BOLLARDS
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE EXISTING LIGHT POLE
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE EXISTING SIGNS
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE EXISTING TREES
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE EXISTING STORM PIPE
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE EXISTING STORM STRUCTURE
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE EXISTING STORM LIFT STATION
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE EXISTING FORCE MAIN VALVE VAULT
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE EXISTING SANITARY PIPE
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE EXISTING SANITARY STRUCTURE
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE EXISTING FIRE LINE
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE EXISTING WATER LINE
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE EXISTING FIRE HYDRANT
AutoCAD SHX Text
AutoCAD SHX Text
CAP EXISTING WATERLINE
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE EXISTING ELECTRICAL LINE
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE EXISTING STEAM LINE, SUPPORTS POSTS AND HANGERS
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE EXISTING MONITORING WELL (SEE NOTE #3)
AutoCAD SHX Text
AutoCAD SHX Text
PROTECT EXISTING GAS METER AND BOLLARDS
AutoCAD SHX Text
AutoCAD SHX Text
PROTECT EXISTING COMMUNICATIONS MANHOLE
AutoCAD SHX Text
AutoCAD SHX Text
PROTECT EXISTING ELECTRICAL MANHOLE
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE EXISTING CROSSWALK PAINT
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE AND REPLACE EXISTING FENCE POLE OR FABRIC OVERLAP
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE EXISTING FORCEMAIN
AutoCAD SHX Text
AutoCAD SHX Text
BURY EXISTING COMM LINE FROM 794A TO EXISTING TURNSTILES WEST OF 794
AutoCAD SHX Text
AutoCAD SHX Text
REMOVE EXISTING CURB FOR NEW RAMP
AutoCAD SHX Text
AutoCAD SHX Text
DEMOLISH COVERED BREEZEWAY AND SIDEWALK
AutoCAD SHX Text
AutoCAD SHX Text
PROTECT BREEZEWAY TO REMAIN
AutoCAD SHX Text
FDC
AutoCAD SHX Text G
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
CHILLER
AutoCAD SHX Text
CHILLER
AutoCAD SHX Text
CHILLER
AutoCAD SHX Text
PIV
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text 40'
AutoCAD SHX Text 0'
AutoCAD SHX Text 1"=20'
AutoCAD SHX Text 20'
AutoCAD SHX Text 10'
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
DEMOLITION PLAN
AutoCAD SHX Text
JS
AutoCAD SHX Text
DL
AutoCAD SHX Text
AA
AutoCAD SHX Text 15215852
AutoCAD SHX Text
AutoCAD SHX Text
SCOTT WALDROFF
AutoCAD SHX Text
DOMINIC DRDLA
AutoCAD SHX Text
JEREMY DERYK
AutoCAD SHX Text
JOSEPH HIGGINS
P683-STORM-C
-2
-2
P683-STORM-D
P683-STORM-G
-8
-8
100 AIRSIDE DRIVE
MOON TOWNSHIP, PA 15108
FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025
D E
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B
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1 2 3 4 5
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
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D E
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A
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DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
DESIGN MANAGER
PROJECT MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
D
EP
AR
TM
EN
T
O F
TH
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N
AV
Y N
AV
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F
AC
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IT
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S
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IN
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R
IN
G S
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TE
M S
C O
M M
AN
D
NA
VA
L F
AC
ILI
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E
NG
IN
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S
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MS
C
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MA
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SO
UT
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AS
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AV
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A
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AS NOTED
P-
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AI
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1817922
N
AS
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EA
ST
CG203
A
M E
N D
M E
N T
OE OE OE OE
SD
SD
SD
SD
SD
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
X
10" Palm
OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE
XX X X X X X X X X X X
C O
M C
O M
C O
M C
O M
C O
M C
O M
ELE
ELE
ELE
ELE
ELE
COM COM COM COM COM COM COM COM COM COM COM CO
M
C O
M C
O M
C O
M C
O M
C O
M C
O M
COM COM COM COM
C O
M
C O
M C
O M
C O
M C
O M
COM COM COM COM
C O
M
COM COM COM COM COM COM COM COM COM COM COM COM COM
COM
COM COM COM COM COM COM COM COM COM COM COM COM COM
COM COM COM
COM
COM
COM COM COM COM COM COM
C O
M
C O
M C
O M
C O
M C
O M
COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM
C O
M
COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM
COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM
COM COM COM COM COM COM COM COM COM COM
FM(B)
FM(B)
FM(B)
FM(B)
FM(B)
FM(B)
100 AIRSIDE DRIVE
MOON TOWNSHIP, PA 15108
FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025
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CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
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DES DRW
M A
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D E
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A
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DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
DESIGN MANAGER
PROJECT MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
D
EP
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TM
EN
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TH
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AV
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AV
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P-
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1817922
N
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GENERAL SHEET NOTES
UTILITY LEGEND
KEYPLANKEYPLAN
M
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IN
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S
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S
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IN
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UTILITY KEY NOTES
M
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SH
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SH
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C U
HORIZONTAL SCALE : 1" = 20'
VERTICAL SCALE : 1" = 20' CU115
A M
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AutoCAD SHX Text
BIRMINGHAM AVENUE (ASPHALT PAVEMENT)
AutoCAD SHX Text
CONCRETE SIDEWALK
AutoCAD SHX Text
CONCRETE SIDEWALK
AutoCAD SHX Text
ADA WARNING PAD
AutoCAD SHX Text
ADA WARNING PAD
AutoCAD SHX Text
CATCH BASIN GRATE EL. = 4.43' W INV. = 1.87' (15" RCP) E INV. = 1.86' (18" RCP)
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
PARKING LOT (ASPHALT PAVEMENT)
AutoCAD SHX Text
PARKING LOT (ASPHALT PAVEMENT)
AutoCAD SHX Text
DITCHITCHTCHCHH
AutoCAD SHX Text
AJAX STREET (CONCRETE PAVEMENT)
AutoCAD SHX Text
(ASPHALT PAVEMENT)
AutoCAD SHX Text
(ASPHALT PAVEMENT)
AutoCAD SHX Text STORM MANHOLE RIM EL. = 6.87' NE INV. = 3.52' (18" RCP) SW INV. = 3.55' (18" RCP)
AutoCAD SHX Text
WINGED ENDWALL TOP EL. = 2.96' INV. = -1.08' (36" RCP)
AutoCAD SHX Text
CULVERT INV. = 5.19'
AutoCAD SHX Text
18" RCP INV. = 1.40'
AutoCAD SHX Text
36" RCP INV. = -0.92'
AutoCAD SHX Text
CULVERT INV. = 5.26'
AutoCAD SHX Text
CULVERT INV. = 5.20'
AutoCAD SHX Text
(ASPHALT PAVEMENT)
AutoCAD SHX Text
CULVERT INV. = 4.97'
AutoCAD SHX Text
CATCH BASIN GRATE EL . = 5.40' E INV. = 2.22' (15" RCP)
AutoCAD SHX Text
CATCH BASIN GRATE EL. = 6.30' SW INV. = 3.40' (18" RCP)
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
CONCRETE PAVEMENT
AutoCAD SHX Text
FORCE MAIN UNDERGROUND VAULT
AutoCAD SHX Text
AT&T FIBER OPTIC UNDERGROUND VAULT
AutoCAD SHX Text
EXISTING GRADE
AutoCAD SHX Text
AJAX ST.
AutoCAD SHX Text
FDC
AutoCAD SHX Text G
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
CHILLER
AutoCAD SHX Text
CHILLER
AutoCAD SHX Text
CHILLER
AutoCAD SHX Text
PIV
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
ELECTRICAL LINE
AutoCAD SHX Text
1. THE EXISTENCE, SIZE AND/OR LOCATION OF UTILITIES ARE NOT THE EXISTENCE, SIZE AND/OR LOCATION OF UTILITIES ARE NOT GUARANTEED. THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, MATERIAL, AND LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. 2. SEE ELECTRICAL PLANS FOR DUCT BANK AND EQUIPMENT SEE ELECTRICAL PLANS FOR DUCT BANK AND EQUIPMENT DETAILS.
AutoCAD SHX Text
ELECTRICAL MANHOLE
AutoCAD SHX Text
SECTIONALIZING CABINET
AutoCAD SHX Text
NORTH
AutoCAD SHX Text 40'
AutoCAD SHX Text 0'
AutoCAD SHX Text 1"=20'
AutoCAD SHX Text 20'
AutoCAD SHX Text 10'
AutoCAD SHX Text
DIRECTIONAL BORING
AutoCAD SHX Text
KEYNOTE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DETAIL #
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
AutoCAD SHX Text
UNDERGROUND ELECTRIC LINE
AutoCAD SHX Text
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
AutoCAD SHX Text
ELECTRICAL MANHOLE
AutoCAD SHX Text
AutoCAD SHX Text
SECTIONALIZING CABINET
AutoCAD SHX Text
AutoCAD SHX Text
DIRECTIONAL BORING
AutoCAD SHX Text
AutoCAD SHX Text
CONCRETE HEADWALL
AutoCAD SHX Text
AutoCAD SHX Text
EXTEND EXISTING STORM LINE
AutoCAD SHX Text
STORM G
AutoCAD SHX Text
CG203
AutoCAD SHX Text
UTILITY PLAN & PROFILE - ELECTRICAL ROUTE
AutoCAD SHX Text
JS
AutoCAD SHX Text
DL
AutoCAD SHX Text
AA
AutoCAD SHX Text 15215895
AutoCAD SHX Text
AutoCAD SHX Text
SCOTT WALDROFF
AutoCAD SHX Text
DOMINIC DRDLA
AutoCAD SHX Text
JEREMY DERYK
AutoCAD SHX Text
JOSEPH HIGGINS
AutoCAD SHX Text
AutoCAD SHX Text
SD
SD
SD
Control Point 507-0.17' -1.9'
-0.16'
-0.39'
-2.4'
0.
6.4' 6.3'
4.19'
4.92'
5.20'
5.
6.5'
2.
4.8'
4.6'
5.3'
6.6'6.
6.
6.
6.3'
5.5'
5.3'
2.0 9'
2.10'
1.74' 2.28'
4.3' 5.5'
PB
PB
6.
6.
6.
6.2' 6.5'
4.44' 4.76'
5.
6.07'
6.94'6.94'
6.87'6.92' 6.89'6.95'
6.93'6.93'
6.98'6.97'
6.
6.
7.
6.9' 7.1' 7.6' 8.3'
67120 6.48
LLBY1
6.
67123 6.15
LLBY2
67124 6.28
LLBY2
6.
67127 6.58
LLBY1
67128 6.83
LLBY1
6.
67131 6.59
LLBY2
67132 6.71
LLBY2
6.
67135 6.96
LLBY1
67136 7.10
LLBY1
7.
67139 6.84
LLBY2
67140 7.27
LLBY2
7.
67143 7.51
LLBY1
67144 7.92
LLBY1
7.9 2'
67147 7.67
LLBY2
67148 8.07
LLBY2
8.3 2'
67151 8.32
LLBY1
67152 8.74
LLBY1
8.7 3'
67155 8.48
LLBY2
6.8'
5.7'
5.6' 5.9'
6.0'
6.8'
7.
'6.55'
6.
7.
7.03'
7.05' 6.89'
6.90' 7.08'7.08'
7.08'7.04'
7.07'7.06'
7.
6.2'6.3' 6.3'
6.2' 6.3'
6.5'
7.6'
7.
7.
7.
7.8'
7.0'
6.9' 7.3'
7.5'
8.4'8.
7.
8.
8.
8.
8.
8.7'
7.7'
7.5'
OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEELE ELE ELE
COM COM COM COM
COM
COM
COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM
COM COM COM COM COM COM COM COM COM COM COM
COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM
COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM
COM
COM
COM
COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM
100 AIRSIDE DRIVE
MOON TOWNSHIP, PA 15108
FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025
D E
P A
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TM
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T O
F
TH
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A V
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A
B
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1 2 3 4 5
1 2 3 4 5
A
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
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DES DRW
M A
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D E
S C
R
IP
TI
O
N D
A
TE
DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
DESIGN MANAGER
PROJECT MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
D
EP
AR
TM
EN
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O F
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AV
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AS
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O
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VI
LL
E, F L
AS NOTED
P-
EN
G
IN
E R
EP
AI
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AC
IL
IT
Y
1817922
N
AS
J
AC
KS
O
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E, F L
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AV
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SO
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EA
ST
GENERAL SHEET NOTES
UTILITY LEGEND
KEYPLANKEYPLAN
M
AT
C H
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IN
E:
S
EE
S
H
EE
T C
U
M
AT
C H
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E:
S
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S
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T C
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UTILITY KEY NOTES
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SH
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C U
HORIZONTAL SCALE : 1" = 20'
VERTICAL SCALE : 1" = 20' CU116
A M
E N
D M
E N
T
AutoCAD SHX Text
BIRMINGHAM AVE
AutoCAD SHX Text
BIRMINGHAM AVENUE (ASPHALT PAVEMENT)
AutoCAD SHX Text
CONCRETE SIDEWALK
AutoCAD SHX Text
CONCRETE SIDEWALK
AutoCAD SHX Text
CONCRETE SIDEWALK
AutoCAD SHX Text
DITCHITCHTCHCHH
AutoCAD SHX Text
CULVERT INV. = 5.64'
AutoCAD SHX Text
CULVERT INV. = 5.77'
AutoCAD SHX Text
36" RCP INV. = -0.92'
AutoCAD SHX Text
BIRMINGHAM AVENUE (ASPHALT PAVEMENT)
AutoCAD SHX Text
CONCRETE SIDEWALK
AutoCAD SHX Text
EXISTING GRADE
AutoCAD SHX Text
FDC
AutoCAD SHX Text G
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
CHILLER
AutoCAD SHX Text
CHILLER
AutoCAD SHX Text
CHILLER
AutoCAD SHX Text
PIV
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
ELECTRICAL LINE
AutoCAD SHX Text
1. THE EXISTENCE, SIZE AND/OR LOCATION OF UTILITIES ARE NOT THE EXISTENCE, SIZE AND/OR LOCATION OF UTILITIES ARE NOT GUARANTEED. THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, MATERIAL, AND LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. 2. SEE ELECTRICAL PLANS FOR DUCT BANK AND EQUIPMENT SEE ELECTRICAL PLANS FOR DUCT BANK AND EQUIPMENT DETAILS.
AutoCAD SHX Text
ELECTRICAL MANHOLE
AutoCAD SHX Text
SECTIONALIZING CABINET
AutoCAD SHX Text
NORTH
AutoCAD SHX Text 40'
AutoCAD SHX Text 0'
AutoCAD SHX Text 1"=20'
AutoCAD SHX Text 20'
AutoCAD SHX Text 10'
AutoCAD SHX Text
DIRECTIONAL BORING
AutoCAD SHX Text
KEYNOTE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DETAIL #
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
AutoCAD SHX Text
UNDERGROUND ELECTRIC LINE
AutoCAD SHX Text
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
AutoCAD SHX Text
ELECTRICAL MANHOLE
AutoCAD SHX Text
AutoCAD SHX Text
SECTIONALIZING CABINET
AutoCAD SHX Text
AutoCAD SHX Text
DIRECTIONAL BORING
AutoCAD SHX Text
AutoCAD SHX Text
CONCRETE HEADWALL
AutoCAD SHX Text
AutoCAD SHX Text
EXTEND EXISTING STORM LINE
AutoCAD SHX Text
STORM G
AutoCAD SHX Text
CG203
AutoCAD SHX Text
UTILITY PLAN & PROFILE - ELECTRICAL ROUTE
AutoCAD SHX Text
JS
AutoCAD SHX Text
DL
AutoCAD SHX Text
AA
AutoCAD SHX Text 15215896
AutoCAD SHX Text
AutoCAD SHX Text
SCOTT WALDROFF
AutoCAD SHX Text
DOMINIC DRDLA
AutoCAD SHX Text
JEREMY DERYK
AutoCAD SHX Text
JOSEPH HIGGINS
AutoCAD SHX Text CONTRACTOR TO MAINTAIN 2' OF SEPARATION BETWEEN EXISTING HEADWALL AND DRILLED CONDUITS
AutoCAD SHX Text
AutoCAD SHX Text
1.1 2 3 4
K
L
M
N
3'
1'
2' - 10" 9' - 6" 3' - 1"
2' - 6"
10' - 0" 17' - 0" 24' - 0" 28' - 0" 3' - 10"
W24X55 (24)
W24X55 (24)W24X62 (51) W24X55 (28)
W24X55 (28)W24X55 (78) W
X
W
X
M A
T C
H L
IN
E
S F
W18X35 (28) W18X35 (28) W18X35 (28)
W
X
W24X55 (28)
W24X55 (24)
W24X55 (28)
W
X
W
X
W
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W
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X
P
SOD1
W
X
W
X
W
X
10.1
P.1
L.8
W18X35 (28)
W
X
S-511
TYP
S-511
TYP
S-511
TYP
S-511
TYP
1.2 1.50.2
W
X
W14X22 (3)
M A
T C
H L
IN
E
S F
MATCH LINE SF117
SOD
S-401
W16X45
W16X45
W16X31
W16X31
W12X19
W10X12
W10X12
W10X12
W10X12
W10X12
W10X12
W10X12
W10X12
W16X45
W10X12
W10X12
S-311
S-311
S D
S-512
TYP
S-511
S-522
TYP
S-511
W
X
W
X
SOD
W10X12
W10X12
W10X12
W10X12
W10X12
W10X12
W10X12
W10X12
W10X12
W10X12
W10X12
W10X12 W10X12
1' - 11 1/2"
4' - 2 1/4"5
S-201
30 k
30 k
S-522
TYP
S-522
TYP
3'
3' - 0"
3'
1' - 11 1/4"
1' - 0 1/2" 1'
/4
11 1/2"
3/
8"
3 5/8"
1'
/4
3/
8"
/4
/4
1'
/4
1' - 0"
4'
1/ 4"
9 9 9 9
9 9 9
10 10
10 10
1. RE: DRAWING S-001 THROUGH S-004 FOR GENERAL NOTES AND DESIGN
CRITERIA.
2. COORDINATE DIMENSIONS, WALL OPENINGS, ELEVATIONS, SECTIONS, AND
DETAILS WITH ARCHITECTURAL DWGS.
3. TOP OF SECOND FLOOR SLAB EL = +14’-0” FROM THE DATUM ELEVATION
UNLESS NOTED OTHERWISE.
4. TOP OF STEEL EL = +13’-7” FROM THE DATUM ELEVATION UNLESS NOTED
THUS (+/-X’-X”) FROM THIS BASE STEEL ELEVATION.
5. RE: DRAWING S-201 FOR FRAME ELEVATIONS.
6. RE: DRAWING S-601 FOR SCHEDULES.
7. COORDINATE MECHANICAL OPENINGS, PENETRATIONS, AND CHASES WITH
MEP DRAWINGS.
8. RE: DRAWING S-511 & S-512 FOR TYPICAL FRAMING DETAILS.
9. RE: DRAWING S-503 FOR TYPICAL MASONRY DETAILS.
10. RUNWAY RAIL ALIGNMENT PER CMAA 70 MUST BE PERFORMED BY THE
CRANE INSTALLER.
11. P= SIGNIFIES THE AXIAL REACTION AT EACH END OF THE BEAM.
1. OVERHEAD BRIDGE CRANE, RE: SPECIFICATION 41 22 13.14 BY NAVY
CRANE CENTER.
2. CRANE STOP. COORDINATE CRANE DESIGN W/ A-120 FOR EXACT
LOCATION.
3. PRECAST PANEL SPANS UNSUPPORTED BETWEEN FOUNDATION AND
ROOF FOR THE EXTENTS SHOWN .
4. WORKING PLATFORMS BY OTHERS. RE: Q SHEETS.
5. STEEL STAIR BY STEEL DESIGNER.
6. OPENING IN MASONRY WALL FOR DUCT. COORDINATE LOCATION W/
MECH.
7. RECAST WALL MFR TO DESIGN PANELS FOR IN-PLANE SHEAR AS
INDICATED.
8. PREFABRICATED AWNINNG AND ATTACHMENT BY OTHERS. PRECAST
WALL MFR TO VERIFY LOADING.
9. STEEL COLUMNS TO BE FIRE RATED TO THE FOUNDATION, SEE LIFE
SAFETY AND ARCH DRAWINGS.
10. STEEL BEAMS TO BE FIRE RATED, SEE LIFE SAFETY AND ARCH
DRAWINGS.
A B C D E
F G H
M
J K
L N P
Q R S T
U
PLAN
NORTH
4' 8' 16'0'
SCALE: 1/8" = 1'-0"
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
DRAWFORM REVISION: 14 SEP 2023
DESIGN MANAGER
PROJECT MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
S O
U T
H E
A S
T N
A V
A L A
IR
S
T A
T
IO
N
J A
C K
S O
N V
IL
L E
F
L
AS NOTED
MOON TOWNSHIP, PA 15108
100 AIRSIDE DRIVE
FLOOR FRAMING PLAN NOTES
GRAPHIC SCALE(S)
KEY PLAN
KEYNOTES#
JOSEPH HIGGINS
DOMINIC DRDLA
SCOTT WALDROFF
JEREMY DeRYK
/2
/2
:1
:0
P
M
C U s e rs \y o h a n n .d it e n g o
\D o c u m e n ts \P
-E n g in e -2
-S y o h a n n .d it e n g o .r v t
SF111
P -6
E
N G
IN
E
R E
P A
IR
F
A C
IL
IT
Y
S E
C O
N D
F L O
O R
C
R A
N E
R U
N W
A Y
F R
A M
IN
G
P L A
N
A R
E A
A
APB
15215982
JPW YDD
1817922
N A
S J
A C
K S
O N
V
IL
L E
F
L N
A V
F A
C S
E
S O
U T
H E
A S
T
S F
FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025
SCALE: 1/8" = 1'-0"
SECOND FLOOR FRAMING PLAN - AREA A
M A
R K
D E
S C
R
IP
TI
O
N D
A T
E
A
M E
N D
M E
N T
1.1 2 3 4
K
L
M
N
0"
5'
3'
1'
2' - 10"
9' - 6"
3' - 1" 2' - 6"
10' - 0" 17' - 0" 24' - 0" 28' - 0"
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
W18X35
W18X35
K
/1
K
/1
MATCH LINE SF217
M A
T C
H L
IN
E
S F
W24X55
W24X55
W18X35
W18X35
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
W
X
K
/1
K
/1
K
/1
W18X35
W18X35
W24X55
W24X55
W18X35
W24X55
W
X
W
X
W
X
K
/1
W
X
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1
K
/1 50 W
X
P
SD1SD1
W
X
W
X
W10X12
W
X
S-401
10.1
P.1
L.8
S-521
TYP
S-521
S-521
TYP
S-521
TYP
S-521
TYP
S-521
TYP
S-521
TYP
1.2 1.50.2
S-521
MATCH LINE SF217
M A
T C
H L
IN
E
S F
W10X12 BLW
W18X35
S-321
TYP
W12X45
W
X
SD1SD1
SD1SD1
S-201
S L O
P E
S-521
TYP
5 1/2"
/4
6 1/2"
1/
4" 5 1/
4"
SHEARWALL
HOLDDOWNS
RE: 2/S-523,
TYP OF (4)
9 10 9
9 9
1. RE: DRAWING S-001 & S-002 FOR GENERAL NOTES AND DESIGN CRITERIA.
2. COORDINATE DIMENSIONS, WALL OPENINGS, ELEVATIONS, SECTIONS, AND
DETAILS WITH ARCHITECTURAL DWGS.
3. ROOF STEEL SLOPES. REFER TO PLAN FOR TOP OF STEEL/TOP OF JOIST
ELEVATIONS. ELEVATIONS NOTED THUS (+/-X’-X”) DENOTE STEEL
ELEVATION VARIATIONS FROM THE SLOPING STEEL PLANE.
4. RE: DRAWING S-201 FOR FRAME ELEVATIONS.
5. REFER TO TYPICAL ROOF OPENING DETAIL ON S-522 FOR ROOF OPENING
FRAMING. COORDINATED SIZE, LOCATION, AND QUANTITY OF OPENINGS
WITH MEP DRAWINGS AND MECHANICAL CONTRACTOR.
6. RE: DRAWING S-521 & S-522 FOR TYPICAL FRAMING DETAILS.
7. LOCATIONS AND WEIGHTS OF THE EQUIPMENT SHOWN ON THE PLAN HAVE
BEEN ASSUMED FOR BIDDING PURPOSES ONLY. CONTRACTOR TO
COORDINATE FINAL UNIT LOCATIONS AND WEIGHTS (AND ADDITIONAL
UNITS) AND SUBMIT TO CONTRACTING OFFICER FOR REVIEW PRIOR TO
PROCEEDING WITH ANY FABRICATION.
8. JOISTS ARE EQUALLY SPACED BETWEEN COLUMNS, U.N.O.
9. "D=" IN THE JOIST CALLOUTS SIGNIFIES THE ULTIMATE AXIAL LOAD THAT
THE JOISTS AND JOIST SEATS SHOULD BE DESIGNED FOR.
10. P= SIGNIFIES THE ULTIMATE AXIAL REACTION AT EACH END OF THE BEAM.
11.GIRDERS ALONG GRID "A" TO HAVE MAX VERTICAL DEFLECTION OF 1/2 INCH
UNDER TOTAL LOAD. ALL OTHER GIRDER TRUSSES TO BE DESIGNED TO
L/360 MAX VERTICAL DEFLECTION UNDER TOTAL LOAD.
12. "*" INDICATED THAT K JOISTS HAVE 5" BEARING SEAT AT GRIDS F AND G.
13. FOR DRAG CONNECTIONS, RE: 10/S-522.
1. OVERHEAD BRIDGE CRANE, RE: SPECIFICATION 41 22 13.14 BY NAVY
CRANE CENTER.
2. CRANE STOP. COORDINATE CRANE DESIGN W/ A-120 FOR EXACT
LOCATION.
3. PRECAST PANEL SPANS UNSUPPORTED BETWEEN FOUNDATION AND
ROOF FOR THE EXTENTS SHOWN .
4. WORKING PLATFORMS BY OTHERS. RE: Q SHEETS.
5. STEEL STAIR BY STEEL DESIGNER.
6. OPENING IN MASONRY WALL FOR DUCT. COORDINATE LOCATION W/
MECH.
7. RECAST WALL MFR TO DESIGN PANELS FOR IN-PLANE SHEAR AS
INDICATED.
8. PREFABRICATED AWNINNG AND ATTACHMENT BY OTHERS. PRECAST
WALL MFR TO VERIFY LOADING.
9. STEEL COLUMNS TO BE FIRE RATED TO THE FOUNDATION, SEE LIFE
SAFETY AND ARCH DRAWINGS.
10. STEEL BEAMS TO BE FIRE RATED, SEE LIFE SAFETY AND ARCH
DRAWINGS.
A B C D E
F G H
M
J K
L N P
Q R S T
U
PLAN
NORTH
4' 8' 16'0'
SCALE: 1/8" = 1'-0"
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
DRAWFORM REVISION: 14 SEP 2023
DESIGN MANAGER
PROJECT MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
S O
U T
H E
A S
T N
A V
A L A
IR
S
T A
T
IO
N
J A
C K
S O
N V
IL
L E
F
L
AS NOTED
MOON TOWNSHIP, PA 15108
100 AIRSIDE DRIVE
ROOF FRAMING PLAN NOTES
GRAPHIC SCALE(S)
KEY PLAN
KEYNOTES#
JOSEPH HIGGINS
DOMINIC DRDLA
SCOTT WALDROFF
JEREMY DeRYK
/2
/2
:1
:0
P
M
C U s e rs \y o h a n n .d it e n g o
\D o c u m e n ts \P
-E n g in e -2
-S y o h a n n .d it e n g o .r v t
SF211
P -6
E
N G
IN
E
R E
P A
IR
F
A C
IL
IT
Y
R O
O F
F R
A M
IN
G
P L A
N
A R
E A
A
APB
15216002
JPW YDD
1817922
N A
S J
A C
K S
O N
V
IL
L E
F
L N
A V
F A
C S
E
S O
U T
H E
A S
T
S F
FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025
SCALE: 1/8" = 1'-0"
ROOF FRAMING PLAN - AREA A
M A
R K
D E
S C
R
IP
TI
O
N D
A T
E
A
M E
N D
M E
N T
T/SLAB
RE: PLAN
T/PIT
RE: PLAN
M A
X
6" EQ EQ 6"
CL
T/SLAB
TRENCH
RE: PLAN
3/16x1x2xCONTINUOUS BENT
PLATE LLH. ANCHOR INTO
CONCRETE W/ 1/2" Ø DBA AT
24" O.C.
MAX
20"
6" SOG, REINF W/ #5 @ 12"
O.C. EW
FLAT STEEL
PLATE TRENCH
COVER
NOTES:
1. AT ALL LOCATIONS WHERE 3 TON FORK LIFTS WILL BE OPERATING AROUND TRENCHES, THE
PLATES MUST BE 3/4" THICK AND A MINIMUM OF 24" WIDE. NO MORE THAN A 6" WIDE x 8"
LONG HOLE SHOULD BE CUT INTO ANY SINGLE PANEL FOR CONDUIT ACCESS.
2. AT ALL LOCATIONS WHERE FORK LIFTS WILL NOT BE OPERATING, THE PLATES MUST BE 1/4" THICK AND A MINIMUM OF 18" WIDE, WITH NO MORE THAN 6" WIDE x 8" LONG HOLE CUT INTO ANY SINGLE PANEL. A 3/4" WIDE x 1/2" THICK CONTINUOUS SPACER SHOULD BE PLACED
BELOW THESE PANELS IN THE ANGLES.
CL
T/SLAB
TRENCH
RE: PLAN
EQ EQ
L TRENCHC
6" EQ EQ 6"
6"
M A
X
MAX
20"
MAX
20"
3/16x1x2xCONTINUOUS BENT
PLATE LLH. ANCHOR INTO
CONCRETE W/ 1/2" Ø DBA AT
24" O.C.
6" SOG, REINF W/ #5 @ 12" O.C. EW
#4 BENT BAR
AT 18" O.C.
(2) #5 HORIZ, EA FACE
FLAT STEEL
PLATE TRENCH
COVER
NOTES:
1. AT ALL LOCATIONS WHERE 3 TON FORK LIFTS WILL BE OPERATING AROUND TRENCHES, THE
PLATES MUST BE 3/4" THICK AND A MINIMUM OF 24" WIDE. NO MORE THAN A 6" WIDE x 8"
LONG HOLE SHOULD BE CUT INTO ANY SINGLE PANEL FOR CONDUIT ACCESS.
2. AT ALL LOCATIONS WHERE FORK LIFTS WILL NOT BE OPERATING, THE PLATES MUST BE 1/4" THICK AND A MINIMUM OF 18" WIDE, WITH NO MORE THAN 6" WIDE x 8" LONG HOLE CUT INTO ANY SINGLE PANEL. A 3/4" WIDE x 1/2" THICK CONTINUOUS SPACER SHOULD BE PLACED
BELOW THESE PANELS IN THE ANGLES.
COMPACTED
GRANULAR
MATL
CMU WALL
RE: ARCH DWGS FOR
LOCATION OF NON-LOAD
BEARING MASONRY
PARTITTIONS
CL
LA
P
S P
LI
C
E
WALL
T/SLAB
RE:PLAN
REINF CONC SLAB-ON-GRADE
RE: PLAN
DOWEL TO MATCH SIZE AND SPACING
OF WALL REINFORCEMENT
CONTRACTORS OPTION: DRILL AND
EPOXY 6" INTO SLAB-ON-GRADE
1"
CMU WALL
RE: ARCH DWGS FOR
LOCATION OF NON-LOAD
BEARING MASONRY
PARTITTIONS
CL WALL
T/SLAB
RE:PLAN
REINF CONC TRENCH
RE: PLAN
STD HOOKED DOWEL TO MATCH SIZE
AND SPACING OF WALL
REINFORCEMENT
CONTRACTORS OPTION: DRILL AND
EPOXY 6" INTO SLAB-ON-GRADE
1"
S-301
TYP
LA
P
S P
LI
C
E
CONDUIT SLEEVES,
RE: TELECOM AND ELEC
COMPACTED
GRANULAR
MATL
CMU WALL
RE: ARCH DWGS FOR
LOCATION OF NON-LOAD
BEARING MASONRY PARTITTIONS
CL
#5 VERT REINF @ 48" OC
CENTERED IN GROUTED
CELLS
WALL
T/SLAB
RE:PLAN
REINF CONC SLAB-ON-GRADE
RE: PLAN
DOWEL TO MATCH SIZE AND SPACING
OF WALL REINFORCEMENT
CONTRACTORS OPTION: DRILL AND
EPOXY 6" INTO SLAB-ON-GRADE
1"
MIN
1' - 0"
LA
P
S P
LI
C
E
#4@16" OC (TYP)
2'-0" 2'-0
V E
R
IF
Y W
IT
H
E L E
V A
T O
R M
F R
R E
F P
L A
N
#4 CONT (TYP)
WATERSTOP (TYP)
2'-0"x2'-0"x2'-0" SUMP PIT
BEYOND RE: 7/S-301, RE:
ARCH FOR SUMP LOCATION
#6@12" OC EW T&B
SILL L4x4x3/8" CONT W/ 1/2"ø
ADHESIVE
ANCHORS @ 24"
OC (3 MIN)
REINF CONC
SLAB-ON-GRADE
RE: PLAN
CONCRETE PIT WALLS,
RE: PLAN AND SCHED
CFS WALL, BY CFS DESIGNER
LINE OF WALL OPENING/
CFS WALL BEYOND
TYP
8"
LA
P
S P
LI
C
E
T Y
P
VAPOR BARRIER,
RE: ARCH
TYP
8" 2' - 0"
6"
SILL L3x2 1/2x3/8" LLV CONT W/
(2) 1/2"ø ADHESIVE ANCHORS
(4" EMBED) @ 1'-6" OC, TYP W/
HORIZ LEG SET 1" BELOW T/CONC
W-19-6 (1" x 3/16")
GALV STEEL GRATING
#5@8" OC
#6@12" OC EW
T&B
EXTEND WALL
REINF INTO
SUMP PIT
L x W
STEEL CANOPY COLUMN,
RE: PLAN
2'-0" DIA CONC PEDESTAL.
REINF WITH (6)-#5 VERT AND
#4 TIES AT 12" O.C.
AT SIM: 18" DIAM CONC PEDESTAL
STEEL BASE PLATE
RE: SCHED
PAVING
FOOTING
RE: PLAN AND SCHED FOR
SIZE AND REINF
4'
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
DRAWFORM REVISION: 14 SEP 2023
DESIGN MANAGER
PROJECT MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
S O
U T
H E
A S
T N
A V
A L A
IR
S
T A
T
IO
N
J A
C K
S O
N V
IL
L E
F
L
AS NOTED
MOON TOWNSHIP, PA 15108
100 AIRSIDE DRIVE
JOSEPH HIGGINS
DOMINIC DRDLA
SCOTT WALDROFF
JEREMY DeRYK
/2
/2
:1
:0
P
M
C U s e rs \y o h a n n .d it e n g o
\D o c u m e n ts \P
-E n g in e -2
-S y o h a n n .d it e n g o .r v t
S-301
P -6
E
N G
IN
E
R E
P A
IR
F
A C
IL
IT
Y
F O
U N
D A
T
IO
N D
E T
A
IL
S
APB
15216021
JPW YDD
1817922
N A
S J
A C
K S
O N
V
IL
L E
F
L N
A V
F A
C S
E
S O
U T
H E
A S
T
S -3
FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025
SCALE: NOT TO SCALE (S-301)
TYP SINGLE TRENCH IN SLAB ON GRADE
SCALE: NOT TO SCALE (SB113)
MULTIPLE TRENCHES IN SLAB ON GRADE
SCALE: NOT TO SCALE (SB121)
MASONRY WALL AT SLAB JOINT TRANSITION
SCALE: NOT TO SCALE (SB121)
MASONRY WALL TRENCH END
SCALE: NOT TO SCALE (SB121)
MASONRY WALL AT SLAB JOINT
SCALE: NOT TO SCALE (S-401)
TYP ELEVATOR PIT (CONCRETE)
SCALE: NOT TO SCALE
TYP ELEVATOR SUMP PIT
SCALE: NOT TO SCALE
CANOPY FOUNDATION DETAIL
M A
R K
D E
S C
R
IP
TI
O
N D
A T
E
A
M E
N D
M E
N T
SLAB ON GRADE
CONCRETE FOOTING
COMPACTED
STRUCTURAL FILL
NOTES:
1. SEE GEOTECH REPORT AND GENERAL NOTES FOR COMPACTED STRUCTURAL FILL MATERIAL
REQUIREMENTS AND ADDITIONAL INFORMATION.
2. SEE GEOTECH REPORT FOR DEPTH OF FILL BELOW FOOTING, 4'-0" MIN BELOW EXISTING GRADE
OR 2'-0" BELOW BOTTOM OF FOOTING.
3. SEE GEOTECH REPORT FOR EXTENT OF FILL BEYOND FOOTINGS, 5'-0" MIN.
NOTE 3
N O
T E
SEE PLAN FOR
T/FTG ELEVATION
SCHEDULED
CONC FTG
VERT STRUCTURAL
MEMBER
STRUCTURAL
FILL, RE: 1/S-501
C
LR
C
LR
CLR
T H
IC
K
N E
S S
S C
H E
D
SCHEDULED FTG WIDTH
DOBE REINF
CHAIRS
SEE CONC CLR
TABLE
LA
P
S P
LI
C
E
F T
G W
ID
T
H
LAP SPLICEPLAN VIEW
FTG WIDTH
FTG WIDTH
F T
G W
ID
T
H
STEM WALL, REINF
NOT SHOWN FOR
CLARITY
PROVID PIPE
SLEEVE AS
REQUIRED, RE:
PLUMBING/ UTILITY
FOOTING
PLUMBING/UTILITY
LINE
NOTE:
FILL PIPE TRENCH W/ CONC TO BOTTOM
OF FTG USING LEAN MIX CONC W/ 2000
PSI MIN COMPRESSION STRENGTH.
T/FTG
RE: PLAN
TYP
4" MIN
M A
X
6" M
IN
.6"
M
IN
FILL PIPE TRENCH W/ CONC TO
BOTTOM OF FOOTING USING
LEAN MIX CONCRETE - 2000 PSI
NOTE: VERT REINF NOT
SHOWN FOR CLARITY
CORNER DETAILS INTERSECTION DETAILS
CORNER REINF W/
FULL LAP SPLICE
CONT HORIZ WALL REINF
CORNER REINF W/
FULL LAP SPLICE
CONT HORIZ WALL REINF
ALTERNATE
DIRECTION
STD ACI HOOKS AT END
OF WALL. HOOKS MUST
ENGAGE VERT REINF
CONT HORIZ WALL REINF
CONT HORIZ WALL REINF
(2) VERT
REINF MIN
WALL END DETAILS
LAP SPLICELAP SPLICE
LAP SPLICE LAP SPLICE
B
A
CORE DRILL SMALL
PENETRATIONS
#5 x 4' - 0" DIAGONAL
REINF AT EA CORNER
OF OPENING AT EA
MAT OF REINF
NOTES FOR REINFORCING AROUND OPENINGS:
1. ALL OPENINGS REQUIRE ADDITIONAL REINFORCING
EXCEPT WHERE OPENING SIZE OR LOCATION IS SUCH
THAT NO REINFORCING STEEL IS INTERRUPTED (I.E.
CONDUITS, SMALL PIPES, ETC.). WHERE OPENINGS
ARE LARGER THAN THIS SPACING, PROVIDE
REINFORCING AROUND THE PERIMETER OF THE
OPENING EQUAL TO THE AMOUNT INTERRUPTED AND
PLACE HALF AT EACH SIDE OF THE OPENING. EXTEND
A FULL LAP LENGTH BEYOND OPENING.
NOTES FOR ADJACENT OPENINGS MIN SPACING:
A = THE LARGEST HEIGHT OR DIAMETER OF THE TWO
ADJACENT OPENINGS DIVIDED BY 2 (WALL
THICKNESS MIN)
B = THE LARGEST WIDTH OR DIAMETER OF THE TWO
ADJACENT OPENINGS DIVIDED BY 2 (WALL
THICKNESS MIN)
ELEVATION VIEW
FOOTING,
RE: SCHED FOR
SIZE & REINF
T/SOG
RE: PLAN
T/FTG
RE: PLAN
SUBGRADE
RE: GEOTECH
SLAB ON GRADE,
REINF RE: PLAN
PROVIDE DOWELS TO
MATCH STEM WALL
REINF, ALTERNATE
DOWEL DIRECTION
VAPOR BARRIER
RE: ARCH
MASONRY WALL,
RE: PLAN
FOOTING, RE: SCHED
FOR SIZE & REINF
T/SOG
RE: PLAN
T/FTG
RE: PLAN
SUBGRADE
RE: GEOTECH
SLAB ON GRADE,
REINF RE: PLAN
EXT SLAB
RE: CIVIL
LAP SPLICE
CONCRETE
PROVIDE DOWELS TO
MATCH STEM WALL
REINF, ALTERNATE
DOWEL DIRECTION
VAPOR BARRIER
RE: ARCH
LINE OF CONCRETE
WALL EDGE BEYOND
LINE OF CONCRETE
WALL EDGE BEYOND
FOOTING,
RE: SCHED FOR
SIZE & REINF
T/SOG
RE: PLAN
T/FTG
RE: PLAN
SUBGRADE
RE: GEOTECH
SLAB ON GRADE,
REINF RE: PLAN
PROVIDE DOWELS TO
MATCH STEM WALL
REINF, ALTERNATE
DOWEL DIRECTION
VAPOR BARRIER
RE: ARCH
STEEL STUD WALL BY
OTHERS
EXTEND WALL
INSULATION BELOW
WALL BASE, RE: ARCH
2 3/8"
6 5/8"
T/SOG
RE: PLAN
T/FTG
RE: PLAN
ISOLATION JOINT
(FULL BOND BREAKER)
STEEL COLUMN
RE: PLAN
FOOTING, RE: SCHED
FOR SIZE & REINF
#3 CLOSED TIES
@ 6" OC
FINISH GRADE OR
CONC SLAB AS
OCCURS
VAPOR BARRIER
WHERE REQUIRED RE:
ARCH
SUBGRADE
RE: GEOTECH
BASE PLATE AND ANCHOR
BOLTS RE: SCHEDULE
#4 VERT. REINF @12" OC
AT PERIMETER OF SOG
POURBACK PLACE
DIAGONAL AS NEEDED.
PROVIDE STD HOOKS AT
TOP & BOT AS SHOWN
SOG POURBACK AFTER
STEEL ERECTION IS
COMPLETE.
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
DRAWFORM REVISION: 14 SEP 2023
DESIGN MANAGER
PROJECT MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
S O
U T
H E
A S
T N
A V
A L A
IR
S
T A
T
IO
N
J A
C K
S O
N V
IL
L E
F
L
AS NOTED
MOON TOWNSHIP, PA 15108
100 AIRSIDE DRIVE
JOSEPH HIGGINS
DOMINIC DRDLA
SCOTT WALDROFF
JEREMY DeRYK
/2
/2
:1
:0
P
M
C U s e rs \y o h a n n .d it e n g o
\D o c u m e n ts \P
-E n g in e -2
-S y o h a n n .d it e n g o .r v t
S-501
P -6
E
N G
IN
E
R E
P A
IR
F
A C
IL
IT
Y
T Y
P
IC
A L F
O U
N D
A T
IO
N
D E
T A
IL
S
APB
15216029
JPW YDD
1817922
N A
S J
A C
K S
O N
V
IL
L E
F
L N
A V
F A
C S
E
S O
U T
H E
A S
T
S -5
FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025
SCALE: NOT TO SCALE
TYP COMPACTED STRUCTURAL FILL
SCALE: NOT TO SCALE
TYP FOOTING REINF
SCALE: NOT TO SCALE
TYP FOOTING CORNER REINF
SCALE: NOT TO SCALE
TYP SLEEVED PIPE UNDER CONT FTG
SCALE: NOT TO SCALE
TYP CONC WALL HORIZ REINFORCING
SCALE: NOT TO SCALE
TYP MISC OPENINGS IN REINF CONC WALLS
SCALE: NOT TO SCALE
TYP FOUNDATION AT CMU WALL
SCALE: NOT TO SCALE (SB112)
TYP THRESHOLD AT STEEL STUD
WALL / CMU WALL
SCALE: NOT TO SCALE
TYP FOUNDATION AT STEEL STUD WALL
SCALE: NOT TO SCALE
TYP EXTERIOR FOOTING DETAIL
M A
R K
D E
S C
R
IP
TI
O
N D
A T
E
A
M E
N D
M E
N T
FIRST FLOOR
0"
SECOND FLOOR
14'-0"
M
SELF-ADHERING BLINDSIDE
WATERPROOFING
PROTECTION
BOARD
WATERPROOFING
VAPOR RETARDER
C
LE
A R
O P
E N
IN
G
H E
IG
H
T
7'
O V
E R
A
LL
C A
B H
E
IG
H T
7' -1
1"
C E
IL
IN
G H
E
IG
H T
7'
FILTER FABRIC
GRAVEL
PERFORATED DRAIN PIPE AROUND
ELEVATOR FOUNDATION
HOIST BEAM
3'-7 3/4"
C
LE
A R
O V
E R
H E
A D
'-0
P
IT
L A
D D
E R
4' -0
M
IN
P
IT
D E
P T
H
5' -0
N E
T T
R A
V E
L
'-0
30" X 6" STEEL PLATE
WELDED TO TUBE
STEEL TO BE
COORDINATED WITH
ELEVATOR
MANUFACTURER, TYP.
HOIST BEAM;
TO BE LOCATED PER
ELEVATOR
MANUFACTURER DETAILS
LIGHT FIXTURE
A-608
A-608
2' -0
C
LE
A R
O P
E N
IN
G
H E
IG
H
T
7' -0
6"
1 HOUR RATED FIRE
PROOFING, SEE LS- SERIES
FIRST FLOOR
0"
SECOND FLOOR
14'-0"
A113
MACHINE ROOM
AE100
ELEVATOR
SEAL PENETRATIONS
THRU SLAB AT ELEVATOR
CONTROL ROOM
T R
A V
E L
D
IS
T A
N C
E
P
IT
D E
P T
H
5'
VAPOR RETARDER
PROTECTION
BOARD
BLINDSIDE
WATERPROOFING
VAPOR RETARDER
ELEVATOR SUMP PIT BEYOND
AG201
WELLNESS
LIGHT FIXTURE,
SEE E-SERIES, TYP
A-515
HOIST BEAM;
SEE S-SERIES,
PIT LADDER
LIGHT FIXTURE
LIGHT FIXTURE
LIGHT FIXTURE
1' 2' 4'0'
SCALE: 1/2" = 1'-0"
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
DRAWFORM REVISION: 14 SEP 2023
DESIGN MANAGER
PROJECT MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
S O
U T
H E
A S
T N
A V
A L A
IR
S
T A
T
IO
N
J A
C K
S O
N V
IL
L E
F
L
AS NOTED
MOON TOWNSHIP, PA 15108
100 AIRSIDE DRIVE
GRAPHIC SCALE(S)
JOSEPH HIGGINS
DOMINIC DRDLA
SCOTT WALDROFF
JEREMY DeRYK
/2
/2
:0
:4
P
M
C U s e rs \m a h s h id .g h a e e n i\ D o c u m e n ts \P
-E n g in e -2
-A
M a h s h id .G h a e e n iL K
J Y
B .r v t
A-402
P -6
E
N G
IN
E
R E
P A
IR
F
A C
IL
IT
Y
E N
L A
R G
E D
E L E
V A
T O
R S
E C
T
IO
N S
PJD
15216198
RMS MGH
1817922
N A
S J
A C
K S
O N
V
IL
L E
F
L N
A V
F A
C S
E
S O
U T
H E
A S
T
A -4
FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025
SCALE: 1/2" = 1'-0" (A-401)
SECTION
SCALE: 1/2" = 1'-0" (A-401)
SECTION
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
A
M E
N D
M E
N T
FIRST FLOOR
0"
SECOND FLOOR
14'-0"
M
AST100
STAIR 1
AST200
STAIR 1
AST300
STAIR 1 B.O. ROOF ACCESS DOOR
30'-4"
CANE DETECTION3'
GUARDRAIL
A-541
A-541
6 SIM
SAFETY
GATE
NP
1 1/2" / 12"
E
Q R
IS
E
R S
2' -4
/2
E
Q R
IS
E
R S
7' -2
E
Q R
IS
E
R S
6' -0
/2
E
Q R
IS
E
R S
7' -0
E
Q R
IS
E
R S
7' -0
7'
MCM CLADDING WALL SYSTEM:
MCM CLADDING SYSTEM ON
RIGID INSULATION - MIN R-3.8 ON
VAPOR PERMEABLE AIR BARRIER ON
5/8” EXTERIOR SHEATHING ON
6" METAL STUD WITH R-13 BATT INSULATION
MECHANICAL EQUIPMENT,
SEE M-SERIES
CURTAIN WALL
SYSTEM
X
0"
A-516
A-516
GUARDRAIL
W13
A-541
A-541
6" METAL STUD, SEE S-SERIES
INSTALL INTERIOR SHEATHING
AT BLIND SIDE OF THE WALL
PRIOR TO INTERIOR WALL
ASSEMBLY TO MAINTAIN ONE
HOUR RATED WALL
MCM CLADDING WALL SYSTEM
1 HOUR RATED FIRE
PROOFING,
SEE LS- SERIES
1 HOUR RATED FIRE
PROOFING,
SEE LS- SERIES
FIRST FLOOR
0"
SECOND FLOOR
14'-0"
AST100
STAIR 1
AST200
STAIR 1
AST300
STAIR 1
CANE DETECTION RAIL
E
Q R
IS
E
R S
2' -4
/2
E
Q R
IS
E
R S
7' -2
E
Q R
IS
E
R S
6' -0
/2
E
Q R
IS
E
R S
7' -0
E
Q R
IS
E
R S
7' -0
STRUCTURAL SUPPORT
BEYOND
STRUCTURAL SUPPORT
BEYOND
SAFETY GATE
R E
F E
R T
O A
-4
A-516
F O
R E
LE
V
A T
O R
S E
C T
IO
N
MECHANICAL EQUIPMENT,
SEE M-SERIES
A-516
6" METAL STUD, SEE S-SERIES
INSTALL INTERIOR SHEATHING
AT BLIND SIDE OF THE WALL
PRIOR TO INTERIOR WALL
ASSEMBLY TO MAINTAIN ONE
HOUR RATED WALL
MCM CLADDING WALL SYSTEM
A-515
A-515
M
2 3
A-404
A-404
N
1/
2"
" STANDING SEAM
METAL ROOF SYSTEM
FORMED ALUMINUM
CLADDING FLASHING,
SEE DETAILS
ALUMINUM GUTTER
ALUMINUM
DOWNSPOUT
1'-10" 15'-0" 1'-10"
1' - 10" 10 1/4" 13' - 3 1/2" 10 1/4"
1' - 10"
2' -9
EXTENTS OF EXTERIOR
WALL BELOW
2' 4' 8'0'
SCALE: 1/4" = 1'-0"
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
DRAWFORM REVISION: 14 SEP 2023
DESIGN MANAGER
PROJECT MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
S O
U T
H E
A S
T N
A V
A L A
IR
S
T A
T
IO
N
J A
C K
S O
N V
IL
L E
F
L
AS NOTED
MOON TOWNSHIP, PA 15108
100 AIRSIDE DRIVE
GRAPHIC SCALE(S)
JOSEPH HIGGINS
DOMINIC DRDLA
SCOTT WALDROFF
JEREMY DeRYK
/2
/2
:0
:4
P
M
C U s e rs \m a h s h id .g h a e e n i\ D o c u m e n ts \P
-E n g in e -2
-A
M a h s h id .G h a e e n iL K
J Y
B .r v t
A-404
P -6
E
N G
IN
E
R E
P A
IR
F
A C
IL
IT
Y
E N
L A
R G
E D
S T
A
IR
S E
C T
IO
N
S
PJD
15216200
RMS MGH
1817922
N A
S J
A C
K S
O N
V
IL
L E
F
L N
A V
F A
C S
E
S O
U T
H E
A S
T
A -4
FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025
SCALE: 1/4" = 1'-0" (A-403)
STAIR 1 - SECTION
SCALE: 1/4" = 1'-0" (A-162)
STAIR 1 - SECTION
NOTE:
STAIRS, RAILINGS, SUPPORTS, FLOOR LEVEL LANDINGS
AND INTERMEDIATE LANDINGS ARE DELEGATED DESIGN.
SCALE: 1/4" = 1'-0"
STAIR 1 - ROOF PLAN
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
A
M E
N D
M E
N T
ABBREVIATIONS
- NONE
ALUMI ALUMINUM (INSULATED)
ALUM ALUMINUM
ANOD ANODIZED
AFEI ALUMINUM-FRAMED ENTRANCE (INSULATED)
AFE ALUMINUM-FRAMED ENTRANCE
GALV/P GALVANIZED PAINTED
HM HOLLOW METAL
WDSC WOOD (SOLID CORE)
STL STEEL
PTD PAINTED
HMI HOLLOW METAL (INSULATED)
STN STAINED
WD WOOD
MANUF MANUFACTURER
STLI STEEL INSULATED
FF FACTORY FINISHED
OH OVERHEAD DOOR
DP GLASS DOOR WITHIN DEMOUNTABLE PARTITION
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
DRAWFORM REVISION: 14 SEP 2023
DESIGN MANAGER
PROJECT MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
S O
U T
H E
A S
T N
A V
A L A
IR
S
T A
T
IO
N
J A
C K
S O
N V
IL
L E
F
L
AS NOTED
MOON TOWNSHIP, PA 15108
100 AIRSIDE DRIVE
JOSEPH HIGGINS
DOMINIC DRDLA
SCOTT WALDROFF
JEREMY DeRYK
/2
/2
:0
:5
P
M
C U s e rs \m a h s h id .g h a e e n i\ D o c u m e n ts \P
-E n g in e -2
-A
M a h s h id .G h a e e n iL K
J Y
B .r v t
A-612
P -6
E
N G
IN
E
R E
P A
IR
F
A C
IL
IT
Y
D O
O R
S C
H E
D U
L E
PJD
15216300
RMS MGH
1817922
N A
S J
A C
K S
O N
V
IL
L E
F
L N
A V
F A
C S
E
S O
U T
H E
A S
T
A -6
FINAL DESIGN SUBMITTAL - 19 DECEMBER 2025
NOTES - DOOR AND FRAME ASSEMBLY
1 PROVIDE MANUFACTURER'S CERTIFICATION THAT EXTERIOR DOORS,
ANCHORING METHOD, FASTENERS AND HARDWARE MEET FLORIDA WIND
PRESSURE AND BLAST RESISTANCE REQUIREMENTS; SEE SPECIFICATIONS
2 PROVIDE USA LICENSED STRUCTURAL ENGINEER CALCULATIONS AND DETAILS
ON EXTERIOR DOOR FRAMING TO THE STRUCTURE TO ENSURE THAT THE
ENTIRE DOOR ASSEMBLY AND SUPPORTING STRUCTURE MEETS WIND SPEED
REQUIREMENTS.
3 ALL EXTERIOR DOOR ROUGH OPENINGS MUST BE FLASHED AND SEALED
ACCORDING TO ASTM E-2112 TO PREVENT WATER PENETRATION AND MOLD
GROWTH.
4 ALL EXTERIOR DOOR FRAMES AND SADDLES MUST BE INSTALLED IN
CONCRETE SEATS WITH WATER TIGHT WEATHER SEALS.
5 ACOUSTICAL DOOR HARDWARE AT STC RATED DOORS MUST BE FURNISHED
AS PART OF THE ACOUSTICAL DOOR ASSEMBLY (NOT FROM THE DOOR
HARDWARE SUPPLIER) TO MEET THE REQUIREMENTS.
6 HARDWARE KEYING COMPATIBLE WITH THE EXISTING BASE-WIDE KEYING
SYSTEM; REPLACEMENT INTERCHANGEABLE CORES MUST BE COMPATIBLE
WITH THE SCHLAGE LOCK SYSTEM.
7 ALL DOOR HARDWARE AND FASTENERS MUST BE 630 FINISH (SATIN STAINLESS
STEEL). NONFERROUS METALS (I.E. DOOR CLOSERS) SHALL HAVE MATCHING
COLORS TO THE REST OF THE DOOR HARDWARE. THE USE OF PLATED STEEL
DOOR HARDWARE IS PROHIBITED.
8 ALL DOOR HARDWARE MUST COMPLY WITH LATEST EDITION OF THE IBC AND
NFPA 101.
9 ALL GALVANIZED STEEL HOLLOW METAL DOORS AND FRAMES MUST RECEIVE
ELECTROSTATIC PAINT FINISH.
10 ALL ANODIZED ALUMINUM DOORS AND FRAMES MUST RECEIVE DARK…
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