ATTACHMENT B - 1811182_INSTALL CANOPY_FINAL DWGS.pdf
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- N4008525R2652
About this file
This PDF is a comprehensive set of engineering and architectural drawings for the installation of canopies at F-14 and F-31 pads at Naval Air Station Oceana in Virginia Beach, Virginia. The 24-page technical drawing set, prepared by Naval Facilities Engineering Systems Command Mid-Atlantic, details structural, electrical, and site improvement plans for constructing steel canopies over existing concrete pads.
Key technical specifications include a steel framed canopy structure with W12 and C12 beams, HSS 6x6x5/16 columns, and 1.5" deep steel roof decking with standing seam metal roofing. The project involves demolishing existing lighting infrastructure, installing new LED explosion-proof low bay lighting fixtures, and extending existing electrical circuits. The drawings specify wind load parameters, structural design criteria, and detailed connection and foundation details. The project is scheduled for completion by November 26, 2024, with structural design adhering to International Building Code 2021 standards and ASCE 7-16 wind and seismic load requirements.
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WILLOUGHBY BAY
NAVAL SUPPORT
ACTIVITY
U.S. NAVAL STATION
SEWELLS POINT
NORFOLK
U.S. NAVAL
AIR STATION
CHESAPEAKE BAY
LITTLE CREEK
U.S. NAVAL
AMPHIBIOUS BASE
VA BEACH
OCEANA
NAVAL AIR
STATION
CHESAPEAKE
SOUTHERN BRANCH
EASTERN BRANCH
ST. JULIEN'S CREEK
U.S. NAVAL ANNEX
ELIZABETH RIVER
PORTSMOUTH
U.S. ARMY CRANEY
ISLAND DISPOSAL AREA
NANSEMOND RIVER
WESTERN BRANCH
CRANEY
ISLAND NAVY
DEPOT
PROJECT SITE
NORTH
NORTH
F-31 PAD
F-14 PAD
NAVAL AIR STATION OCEANA - VIRGINIA BEACH, VIRGINIA
NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND
MID-ATLANTIC
NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND PWD OCEANA,
FACILITIES ENGINEERING AND ACQUISITION DIVISION (FEAD)
FINAL - 11/26/2024
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
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A V
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IN
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DRAWFORM REVISION: 14 SEP 2023
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
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Approved by George Heider, Facilities Operations Specialist, with NAVSUP FLCN Oceana, via Email.
INSTALL CANOPY AT F-14 AND F-31 PADS
SCALE: NOT TO SCALE
VICINITY MAP
SCALE: NOT TO SCALE
LOCATION MAP
M A
R K
D E
S C
R
IP
TI
O
N D
A T
E
ROOM
A1 A-201
ROOM IDENTIFIER
DETAIL NUMBER
SHEET WHERE DRAWN
DETAIL TAG
ROOM NAME
ROOM NUMBER
A-401 INTERIOR ELEVATION
INDICATOR
INTERIOR ELEVATION NUMBER
SHEET WHERE DRAWN
DETAIL NUMBER
SHEET
REFERENCED FROM
EXTERIOR ELEVATION
INDICATOR
ELEVATION NUMBER
DIRECTION OF VIEW
SHEET WHERE DRAWN
A1 A-301
WALL / PARTIAL
BUILDING SECTION
INDICATOR
SECTION NUMBER
SHEET WHERE DRAWN
GENERAL PROJECT SYMBOLS
A1 A-301
BUILDING SECTION
INDICATOR
SECTION NUMBER
SHEET WHERE DRAWN
A1 A-301
BUILDING
KEYNOTE INDICATOR
KEYNOTE NUMBER
A-901 PHOTOGRAPH
INDICATOR
PHOTOGRAPH NUMBER
SHEET WHERE SHOWN
A1
PLAN
NORTH
TRUE NORTH
A-101
A1
A1
A1
A1
A1
SCALE: 1/8" = 1'-0"
PLAN TITLE
A1
DETAIL/SECT/ELEV
SCALE: 1/8" = 1'-0"
A1
A-101
AR ANCHOR ROD
AFF ABOVE FINISHED FLOOR
AHR ANCHOR
APPROX APPROXIMATELY
ARCH ARCHITECTURAL
BD BAR DIAMETER
BOC BOTTOM OF CONCRETE
BOS BOTTOM OF STEEL
BRG BEARING
CFS COLD-FORMED STEEL
CJ CONSTRUCTION JOINT
CL CENTERLINE
CLR CLEAR
CMU CONCRETE MASONRY UNIT
COL COLUMN
CONN CONNECTION
CONC CONCRETE
CONT CONTINUOUS
CTJ CRACK CONTROL JOINT
DCJ DOWELED CONTRACTION / CONSTRUCTION JOINT
DIA Ø DIAMETER
DN DOWN
DWG DRAWING
EA EACH
EF EACH FACE
EJ EXPANSION JOINT
ELEV ELEVATION
EOS EDGE OF SLAB
EQ EQUAL
EW EACH WAY
FD FLOOR DRAIN
FFE FINISHED FLOOR ELEVATION
FOB FACE OF BRICK
FTG FOOTING
GA GAGE
GALV GALVANIZED
HORIZ HORIZONTAL
HS HIGH-STRENGTH
HSS HOLLOW STRUCTURAL SECTION
JBE JOIST BEARING ELEVATION
KIP (k) 1000 LBS
LG LONG
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LRFD LOAD AND RESISTANCE FACTOR DESIGN
MAX MAXIMUM
MFR MANUFACTURER
MIN MINIMUM
MOW MIDDLE OF WALL
NIC NOT IN CONTRACT
NO. NUMBER
NTS NOT TO SCALE
OC ON CENTER
OPP OPPOSITE
PJF PREMOLDED JOINT FILLER
PL PLATE
PLF POUNDS PER LINEAR FOOT
PSF POUNDS PER SQUARE FOOT
REINF REINFORCING
REQD REQUIRED
SCHED SCHEDULE
SD SLAB DEPRESSION
SF STEPPED FOOTING
SIM SIMILAR
SJ SLAB SAWED (CONTRACTION) JOINT
SL SLOPE(D)
SOG SLAB-ON-GRADE
STD STANDARD
SWP SHEAR WALL PANEL
T&B TOP AND BOTTOM
TOC TOP OF CONCRETE
TOF TOP OF FOOTING
TOM TOP OF MASONRY
TOS TOP OF STEEL
TS THICKENED SLAB
TYP TYPICAL
UON UNLESS OTHERWISE NOTED
VERT VERTICAL
WP WORKING POINT
WR WIDE RIB
WWR WELDED WIRE REINFORCEMENT
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
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DRAWFORM REVISION: 14 SEP 2023
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
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03 Sept 2024
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1811182
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Approved by George Heider, Facilities Operations Specialist, with NAVSUP FLCN Oceana, via Email.
LIST OF SHEETS
SHEET NO.
NAVFAC DWG. NO. SHEET TITLENO. SHEET
GENERAL
1 G-001 12916615 COVER SHEET
2 G-002 12916616 LIST OF SHEETS
3 G-101 12916617 LAYDOWN AREA PLANS
SURVEY
4 V-101 12916618 EXISTING CONDITIONS PLAN (F-14)
5 V-102 12916619 EXISTING CONDITIONS PLAN (F-31)
6 V-901 12916620 AERIAL AND SITE PHOTOGRAPHS (F-14)
7 V-902 12916621 AERIAL AND SITE PHOTOGRAPHS (F-31)
CIVIL
8 C-101 12916622 SITE IMPROVEMENTS PLAN (F-14)
9 C-102 12916623 SITE IMPROVEMENTS PLAN (F-31)
STRUCTURAL
10 S-001 12916624 STRUCTURAL NOTES
11 S-101 12916625 STRUCTURAL PLANS - F-14 PAD
12 S-102 12916626 STRUCTURAL PLANS - F-31 PAD
13 S-501 12916627 STRUCTURAL FOUNDATION DETAILS
14 S-502 12916628 STRUCTURAL FOUNDATION DETAILS
15 S-503 12916629 STRUCTURAL FRAMING DETAILS
16 S-504 12916630 STRUCTURAL FRAMING DETAILS
17 S-505 12916631 STRUCTURAL FRAMING DETAILS
ARCHITECTURAL
18 A-101 12916632 ROOF PLANS
19 A-501 12916633 DETAILS
ELECTRICAL
20 E-001 12916634 ELECTRICAL SYMBOLS, LEGEND, ABBREVIATIONS, AND NOTES
21 ED101 12916635 DEMOLITION PLAN - F-31 PAD
22 E-101 12916636 ELECTRICAL PLANS - F-31 PAD
23 E-102 12916637 ELECTRICAL PLANS - F-14 PAD
24 E-501 12916638 ELECTRICAL DETAILS
GENERAL PROJECT NOTES GOVERNING REGULATIONS
1 WHERE EXISTING CONSTRUCTION IS DAMAGED BY CONSTRUCTION
REQUIRED BY THESE DOCUMENTS. REPAIR THE DAMAGED ITEM(S) WITH
MATERIALS TO MATCH THE ADJACENT MATERIAL, TEXTURE AND COLOR.
2 FIELD VERIFY EXISTING DIMENSIONS, PRIOR TO ORDERING MATERIALS OR
BEGINNING DEMOLITION.
3 ALL ITEMS NOT SHOWING AS "EXISTING" MUST BE PROVIDED AND
INSTALLED UNDER THE REQUIREMENTS OF THIS CONTRACT.
4 COORDINATE LAY DOWN AREA WITH THE CONTRACTING OFFICER PRIOR TO
THE PRECONSTRUCTION MEETING. THE ALLOWABLE AREA SIZE MUST BE
ESTABLISHED BY THE CONTRACTING OFFICER.
5 MANUFACTURER'S TRADE NAMES LISTED ARE NOT INTENDED TO BE
PROPRIETARY. PRODUCTS OF OTHER MANUFACTURERS WILL BE
ACCEPTABLE PROVIDED THEY MATCH THE COLOR, FINISHES, TEXTURES
AND PATTERNS OF THE MANUFACTURER LISTED, AND MEET THE TECHNICAL
REQUIREMENTS OF THE SPECIFICATIONS.
6 OBSERVE AND MAINTAIN BUILDING AND COMPOUND SECURITY
REQUIREMENTS AS DIRECTED BY THE CONTRACTING OFFICER.
7 CONSTRUCTION WILL BE ACCOMPLISHED IN AND AROUND AREAS WHICH
WILL REMAIN OPERATIONAL. AVOID INTERFERENCE WITH THE OPERATIONAL
WORK ROUTINE.
8 ALL SUBMITTALS REQUIRED BY THESE DRAWINGS OR SPECIFICATIONS
MUST BE SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL TO
COMMENCEMENT OF RELATED WORK.
9 ALL WORK MUST BE COORDINATED WITH THE CONTRACTING OFFICER AND
WITH THE AIRFIELD MANAGER (JAMES “GRAMPS” MCDOWELL). IT IS THE
PRIME CONTRACTOR'S RESPONSIBILITY TO ENSURE EMPLOYEES
OPERATING VEHICLES ON THE AIRFIELD POSSESS AN AIRFIELD DRIVER'S
LICENSE, OR COORDINATE AIR OPERATIONS ESCORTS THROUGH THE
CONTRACTING OFFICER. RADIO COMMUNICATIONS MUST BE MAINTAINED
WITH THE CONTROL TOWER BEFORE AND DURING WORK IN THE
CONTROLLED ZONES OF THE AIRFIELD. THE CONTROL TOWER MUST BE
ADVISED WHEN WORK IS COMPLETED DAILY. A RADIO FOR THIS PURPOSE
CAN BE SIGNED OUT AT THE CONTROL TOWER.
BUILDING CODE:
UNIFIED FACILITIES CRITERIA (UFC) 1-200-01 (20 JUNE 2016)
UNIFIED FACILITIES CRITERIA (UFC) 1-200-02 (01 DEC. 2016)
UNIFIED FACILITIES CRITERIA (UFC) 3-110-03 (01 MAY 2012)
ACCESSIBILITY CODE:
UNIFORM ACCESSIBILITY STANDARDS (UFAS)
AMERICANS WITH DISABILITIES ACT (ADA)
ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES (ADAAG)
MECHANICAL CODE:
INTERNATIONAL MECHANICAL CODE (IMC) 2009
ELECTRICAL CODE:
NFPA 70, NATIONAL ELECTRIC CODE
PLUMBING CODE:
INTERNATIONAL PLUMBING CODE (IPC) 2009
FIRE PREVENTION & LIFE SAFETY CODE:
UNIFIED FACILITIES CRITERIA (UFC) 3-600-01 (15 DEC. 2009)
NFPA 101, LIFE SAFETY CODE
ABBREVIATION LIST
M A
R K
D E
S C
R
IP
TI
O
N D
A
LAYDOWN AREA
F-14 PAD
F-7
LAYDOWN AREA
F-31 PAD
F-23
F-26
F-22F-21
F-29
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
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
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S
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G
IN
E E
R
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G S
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N A
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CBM
12916617
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03 Sept 2024
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1811182
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G -1
Approved by George Heider, Facilities Operations Specialist, with NAVSUP FLCN Oceana, via Email.
SCALE: 1" = 30'-0"
A1
LAYDOWN AREA PLAN F-14 PAD
SCALE: 1" = 30'-0"
A3
LAYDOWN AREA PLAN F-31 PAD
PLAN
NORTH
PLAN
NORTH
M A
R K
D E
S C
R
IP
TI
O
N D
A
GENERAL SHEET NOTES
GRAPHIC SCALE
D
EP
AR
TM
EN
T
O F
TH
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N
AV
Y
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.
N
AV
AL
F
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TE
M
S C
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M
AN
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DES DRW
M
AR
K D
ES
C
R
IP
TI
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AT
E
DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
SURVEY NOTES
EXISTING CONDITIONS PLAN (F-14)
N
F-14 PAD
NAVY ROAD
NA
VA
L F
AC
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TI
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E
NG
IN
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F-
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03 Sept 2024
CBM/JLP
TWA
1811182
Approved by George Heider, Facilities Operations Specialist. with NAVSUP FLCN Oceana, via Email.
EX
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TI
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D
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N
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PL
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(F
-1 4)
HRB HRB CBM
AS NOTED
12916618
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GENERAL SHEET NOTES
D
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TM
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O F
TH
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N
AV
Y
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.
N
AV
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F
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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.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
SURVEY NOTES
EXISTING CONDITIONS PLAN (F-31)
N
F-31 PAD
HO
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EH
O E
DR
IV
EW
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A T
FU
EL
S
F-23
DAY TANK
F-20
F-26
NA
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03 Sept 2024
CBM/JLP
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Approved by George Heider, Facilities Operations Specialist. with NAVSUP FLCN Oceana, via Email.
EX
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TI
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N
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PL
AN
(F
-3 1)
HRB HRB CBM
AS NOTED
12916619
V-102
D
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TM
EN
T
O F
TH
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N
AV
Y
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.
N
AV
AL
F
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S C
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DES DRW
M
AR
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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.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
GOOGLE EARTH AERIAL IMAGE OF F-14 SITEC1
PHOTOGRAPH LOOKING SOUTHWESTA1 PHOTOGRAPH LOOKING SOUTHEASTA3
N
NA
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C A
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A T
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03 Sept 2024
CBM/JLP
TWA
1811182
Approved by George Heider, Facilities Operations Specialist. with NAVSUP FLCN Oceana, via Email.
AE
R
IA
L
AN
D
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PH
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AS NOTED
12916620
V-901
EP
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A
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1 2 3 4 5
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SCALE:
CONSTR. CONTR. NO.
SHEET
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N
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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.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
GOOGLE EARTH AERIAL IMAGE OF F-31 SITEC1
PHOTOGRAPH LOOKING NORTHEASTA1 PHOTOGRAPH LOOKING SOUTHEASTA3
N
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IA
N
AV
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A
VI
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B
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IN
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C A
N O
P Y
A T
F-
A N
D F
-3
P A
D S
03 Sept 2024
CBM/JLP
TWA
1811182
Approved by George Heider, Facilities Operations Specialist. with NAVSUP FLCN Oceana, via Email.
AE
R
IA
L
AN
D
S
IT
E
PH
O
TO
G R
AP
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S (F
-3 1)
HRB HRB CBM
AS NOTED
12916621
V-902
EP
AR
TM
EN
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O F
TH
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N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
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F
AC
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S
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IN
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IN
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AR
K D
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C
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TI
O
N D
AT
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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.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NEW WORK KEYNOTES
SITE IMPROVEMENTS PLAN (F-14)
N
F-14 PAD
NAVY ROAD
TOPSOIL AND SEED
NA
VA
L F
AC
ILI
TI
ES
E
NG
IN
EE
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C
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MA
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C A
N O
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A T
F-
A N
D F
-3
P A
D S
03 Sept 2024
CBM/JLP
TWA
1811182
Approved by George Heider, Facilities Operations Specialist. with NAVSUP FLCN Oceana, via Email.
SI
TE
IM
PR
O
VE
M
EN
TS
P
LA
N
(F -1
4)
HRB HRB CBM
AS NOTED
12916622
C-101
EP
AR
TM
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T
O F
TH
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N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
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C
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
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F
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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.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
SITE IMPROVEMENTS PLAN (F-31)
N
F-31 PAD
HO
RS
EH
O E
DR
IV
EW
AY
A T
FU
EL
S
F-23
DAY TANK
F-20
F-26
NEW WORK KEYNOTES
NA
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IN
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S
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C A
N O
P Y
A T
F-
A N
D F
-3
P A
D S
03 Sept 2024
CBM/JLP
TWA
1811182
Approved by George Heider, Facilities Operations Specialist. with NAVSUP FLCN Oceana, via Email.
SI
TE
IM
PR
O
VE
M
EN
TS
P
LA
N
(F -3
1)
HRB HRB CBM
AS NOTED
12916623
C-102
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
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R
IN
G S
Y S
T E
M S
C O
M M
A N
D
DRAWFORM REVISION: 14 SEP 2023
PM/DM
BRANCH 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
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T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
T
IC
N A
V A
L A
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S
T A
T
IO
N O
C E
A N
A
V
IR
G
IN
IA
B
E A
C H
V
A
AS NOTED
/2
/2
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C R e v it L o c a l F ile s \2
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F -3
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S
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C T
U R
A L N
O T
E S
Checker
12916624
Designer Author
03 Sept 2024
CBM/JLP
1811182
V
IR
G
IN
IA
B
E A
C H
V
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IN
IA
N A
V A
L A
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T A
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N O
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A N
A
TWA
HSDC
M
ID
L A
N T
P W
D O
C E
A N
A
S -0
Approved by George Heider, Facilities Operations Specialist, with NAVSUP FLCN Oceana, via Email.
1. DO NOT PLACE CONCRETE WHEN AMBIENT TEMP IS BELOW 40°F.
2. WATER CURE ALL CONCRETE FOR 7 DAYS BEGINNING IMMEDIATELY AFTER
PLACEMENT. CURING MUST BE WITH FORMS REMAINING IN PLACE AND BY
WETTING THE EXPOSED NON-FORMED SURFACES THOROUGHLY AND
COVERING WITH ASTM C171 POLYETHYLENE FILM. EXPOSED CONCRETE MUST
BE MAINTAINED AS CONSTANTLY WET.
3. REINFORCING MUST BE ASTM 615, GRADE 60, DEFORMED.
4. LAP CONTINUOUS REINFORCING STEEL A MINIMUM LENGTH OF 48X BAR
DIAMETERS OF THE SMALLER BAR BEING LAPPED.
5. CONCRETE COVER TO REINFORCING STEEL MUST CONFORM TO THE MINIMUM
COVER RECOMMENDATIONS IN ACI 318-14 UNLESS THE DRAWINGS SHOW
GREATER COVER REQUIREMENTS.
6. CONCRETE WORK MUST BE PERFORMED IN ACCORDANCE WITH ACI 301,
UNLESS OTHERWISE NOTED.
7. CONCRETE SPECIFICATION:
A. CEMENT MUST CONFORM TO ASTM C150, TYPE I OR II
B. f'c = 4,500 PSI AT 28 DAYS
C. 1" MAXIMUM COARSE AGGREGATE
D. W/C RATIO = 0.45 MAXIMUM
E. AIR ENTRAINMENT = 6%, ±1.5%
8. PERFORM COMPRESSIVE TESTS PER ASTM C39. OBTAIN ONE SET OF FIVE (5)
CYLINDERS PER TRUCK. TEST 2 CYLINDERS AT 7-DAYS, 2 CYLINDERS AT 28-
DAYS, AND HOLD ONE IN RESERVE.
9. PERFORM SLUMP TESTS PER ASTM C143. PERFORM TESTS AT
COMMENCEMENT OF CONCRETE PLACEMENT, WHEN TEST CYLINDERS ARE
MADE, AND FOR EACH BATCH OF CONCRETE.
10. CONSOLIDATE CONCRETE PLACEMENT USING VIBRATORS PER
SPECIFICATIONS. MAINTAIN SPARE VIBRATORS ON SITE AS BACKUP.
EXCAVATION AND FILL NOTES
1. EXERCISE EXTREME CAUTION DURING DEMOLITION/EXCAVATION. LOCATION
OF THE KNOWN EXISTING UTILITIES IS APPROXIMATE. PHYSICALLY VERIFY
THE LOCATION AND ELEVATION OF ALL INDICATED EXISTING UTILITIES TO THE
GREATEST EXTENT POSSIBLE PRIOR TO STARTING THE DEMOLITION AND/OR
EXCAVATION PROCESS. SCAN THE CONSTRUCTION SITE WITHIN THE
NECESSARY LIMITS OF DEMOLITION/EXCAVATION WITH ELECTROMAGNETIC
AND SONIC EQUIPMENT IN ORDER TO IDENTIFY THE PRESENCE AND LOCATION
OF ALL KNOWN AND UNKNOWN EXISTING UTILITIES PRIOR TO STARTING THE
DEMOLITION/EXCAVATION PROCESS. MARK THE SURFACE OF THE GROUND
WHERE SUBSURFACE UTILITIES ARE LOCATED. IF ADDITIONAL SUBSURFACE
UTILITIES OTHER THAN THOSE INDICATED ARE DISCOVERED AT ANY TIME
DURING THE EXECUTION OF WORK, IT MUST IMMEDIATELY BE BROUGHT TO
THE ATTENTION OF THE CONTRACTING OFFICER.
2. EXCAVATE TO CONTOURS, ELEVATIONS, AND DIMENSIONS INDICATED. REUSE
EXCAVATED MATERIALS THAT MEET THE SPECIFIED REQUIREMENTS FOR THE
MATERIAL TYPE REQUIRED AT THE INTENDED LOCATION. KEEP EXCAVATIONS
FREE FROM WATER. EXCAVATE SOIL DISTURBED OR WEAKENED BY
CONTRACTOR'S OPERATIONS. REFILL WITH BACKFILL MATERIAL AS
INDICATED.
3. PROVIDE STRUCTURAL FILL AND BACKFILL TO CONTOURS, ELEVATIONS AND
DIMENSIONS INDICATED. COMPACT EACH LIFT BEFORE PLACING OVERLAYING
LIFT.
4. PLACE ALL STRUCTURAL FILL AND BACKFILL IN 12" (MAXIMUM) LIFTS WITH
EACH LIFT COMPACTED TO 95% OF ASTM D698. PERFORM DENSITY TESTS ON
EACH LIFT AT TWO RANDOMLY SELECTED LOCATIONS, OR AS DIRECTED BY
THE CONTRACTING OFFICER. SUBMIT RESULTS OF ALL COMPACTION/DENSITY
TESTS TO THE CONTRACTING OFFICER.
5. STRUCTURAL FILL AND BACKFILL MATERIAL MUST CONFORM TO ASTM D2487
CLASSIFICATION GW, GP, GC, SW, SP, SC WITH A MAXIMUM OF 10 PERCENT BY
WEIGHT PASSING ASTM D1140, No. 200 SIEVE. IF EXISTING BACKFILL MATERIAL
IS TO BE REUSED, IT MUST BE TESTED FOR CONFORMANCE PRIOR TO REUSE.
6. TOP 12 INCHES OF EXISTING SUBGRADE MUST BE COMPACTED TO 95% OF
ASTM D698.
CONCRETE NOTES STRUCTURAL STEEL NOTES
1. STRUCTURAL STEEL MUST COMPLY WITH THE FOLLOWING SPECIFICATIONS:
A. STRUCTURAL STEEL SHAPES, PLATES AND BARS (EXCEPT AS NOTED
BELOW)- ASTM A36, Fy=36 KSI
B. WIDE FLANGE SHAPES - ASTM A992
C. RECTANGULAR AND SQUARE HSS-SHAPES - ASTM A500, GRADE C, FY=50 KSI
D. ROUND HSS-SHAPES - ASTM A500, GRADE C, FY=46 KSI
E. BOLTS - ASTM F3125, GRADE A325
2. ALL NUTS MUST CONFORM TO ASTM A563, GRADE AND STYLE FOR APPLICABLE
ASTM BOLT STANDARD. ALL WASHERS MUST CONFORM TO ASTM F436. BOLTS
MUST BE FULLY TENSIONED TO 70 % OF THEIR MINIMUM TENSILE STRENGTH.
ALL BOLTS AND HARDWARE MUST BE HOT DIPPED GALVANIZED IN
ACCORDANCE WITH ASTM A153.
3. ALL HOLES IN STEEL MUST BE STANDARD SIZE (1/16" LARGER THAN BOLT
DIAMETER) UNLESS OTHERWISE NOTED. ALL HOLES MUST BE DRILLED OR
PUNCHED. BURNING IS NOT PERMITTED.
4. TORCH CUTTING OF STEEL IS NOT PERMITTED.
5. ALL STEEL MUST BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM
A123 OR ASTM A153 AS APPLICABLE. REPAIR DAMAGE TO GALVANIZED
COATINGS USING ASTM A780 ZINC RICH PAINT FOR GALVANIZING DAMAGED BY
HANDLING, TRANSPORTING, CUTTING, WELDING, OR BOLTING. DO NOT HEAT
SURFACES TO WHICH REPAIR PAINT HAS BEEN APPLIED. ZINC RICH COMPOUND
MUST BE 95% METALLIC ZINC, BY WEIGHT IN DRIED FILM CONFORMING TO FED.
SPEC. DOD-P-21035A AND MEETING MIL SPEC. MIL-P-26915A. PROVIDE TWO
COATS WITH 2 MIL THICKNESS PER COAT FOR A TOTAL OF 4 MILS.
6. PROVIDE DRAIN HOLES AND VENT HOLES IN HSS ASSEMBLIES AS REQUIRED
FOR GALVANIZING. DRAIN AND VENT HOLE DIAMETERS MUST NOT EXCEED 1/2".
LOCATE DRAIN AND VENT HOLES IN EACH HSS MEMBER SUCH THAT RAINWATER
WILL FULLY DRAIN FROM INSIDE THE MEMBER WHEN IT IS IN ITS ERECTED
POSITION.
7. NONSHRINK GROUT MUST CONFORM TO ASTM C1107 AND BE NONMETALIC.
1. THE STRUCTURES HAVE BEEN DESIGNED IN ACCORDANCE WITH THE
PROVISIONS OF THE INTERNATIONAL BUILDING CODE (IBC) 2021 EDITION.
2. ALLOWABLE NET SOIL BEARING CAPACITY = 1,500 PSF
3. WIND LOAD PARAMETERS IN ACCORDANCE WITH ASCE 7-16:
• RISK CATEGORY II
• V = 123 MPH
• EXPOSURE CATEGORY C
4. SEISMIC LOAD PARAMETERS IN ACCORDANCE WITH ASCE 7-16:
• RISK CATEGORY II
• SITE CLASS E
• S1 = 0.038g
• SS = 0.08g
5. GROUND SNOW LOAD...........10 PSF
DESIGN CRITERIA
STEEL DECK NOTES
1. PROVIDE 11/2" DEEP, 16-GAUGE, TYPE B WIDE RIB ROOF DECK.
2. STEEL ROOF DECK MUST CONFORM TO EITHER ASTM A792 OR ASTM A1008.
MINIMUM YIELD STRENGTH OF DECK MUST BE 33,000 PSI.
3. GALVANIZE ROOF DECK IN ACCORDANCE WITH ASTM A653, Z275 G90 COATING
CLASS OR COAT WITH ALUMINUM-ZINC COATING IN ACCORDANCE WITH ASTM
A792 COATING DESIGNATION AZM164 AZ55.
4. PROVIDE DECK SECTIONS IN LENGTHS TO SPAN 3 OR MORE SPACINGS WHERE
POSSIBLE.
5. LAP DECK ENDS 2 INCHES MINIMUM OVER SUPPORTS.
6. MECHANICAL DECK FASTENERS MUST BE #12 SELF-DRILLING SCREWS.
GALVANIZE FASTENERS IN ACCORDANCE WITH ASTM A153. EACH DECK
FASTENER MUST HAVE THE FOLLOWING MINIMUM ULTIMATE DESIGN VALUES IN
16-GAUGE STEEL:
TENSION......................................................340 LBS.
SHEAR..........................................................950 LBS.
7. FOR SPACING REQUIREMENTS OF FASTENERS AT DECK SUPPORTS AND DECK
SIDELAPS, SEE ROOF FRAMING PLANS ON SHEETS S-101 AND S-102.
ADHESIVE ANCHOR NOTES
1. ADHESIVE ANCHORS MUST CONFORM TO ASTM F1554 GRADE 55. PROVIDE
HEAVY HEX NUTS THAT ARE SUITED FOR USE WITH THE SELECTED ANCHOR
BOLT MATERIAL. WASHERS MUST MEET ASTM F436.
2. EACH ADHESIVE ANCHOR, 5/8" DIAMETER WITH AN EMBEDMENT DEPTH OF 71/2"
IN CONCRETE, MUST HAVE THE FOLLOWING MINIMUM ULTIMATE DESIGN
STRENGTHS IN 4,000 PSI CONCRETE:
2.1 BOND STRENGTH:
2.1.1 TENSION IN UNCRACKED CONCRETE....20,265 LBS.
2.1.2 TENSION IN CRACKED CONCRETE.........11,740 LBS.
2.1.3 SHEAR IN UNCRACKED CONCRETE........43,650 LBS.
2.1.4 SHEAR IN CRACKED CONCRETE.............25,280 LBS.
2.2 STEEL STRENGTH:
2.2.1 TENSILE STRENGTH..................................9,835 LBS.
2.2.2 SHEAR STRENGTH.....................................5,110 LBS.
3. BONDING AGENT MUST CONSIST OF ADHESIVE CAPSULES OR EPOXY BONDING
COMPOUND.
4. EPOXY BONDING COMPOUND MUST CONFORM TO ASTM C881.
M A
R K
D E
S C
R
IP
TI
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N D
A
TBM
(+0'-0")
E X
IS
T
S
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D O
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(-0'-8"±)
(+0'-0"±)
(-0'-8"±) (-0'-8"±)
(-0'-6"±) (-0'-6"±) (-0'-6"±)
(+0'-0 1/2"±)
C1 S-501
A1
S-501
B1
S-501
15' - 6" ± 15' - 6" ± 15' - 6" ± 15' - 6" ±
1 1 1 1 1
1'
4"
T Y
P
8" ± TYP
8" ± TYP
EXISTING CONCRETE
PEDESTAL, TYP
EXISTING
TRENCH DRAIN
CL EXISTING
PEDESTAL
EXISTING
CONCRETE
CURB, TYP
TYPTYP TYP
AT CORNERS
A1
S-501
OPP
HAND
C1 S-501
TYP
SIM TO
(EXIST. TRENCH NOT SHOWN)
(+0'-0 1/2"±) (+0'-0 1/2"±) (+0'-0 1/2"±) (+0'-0 1/2"±)
(+0'-0 1/2"±)(+0'-0 1/2"±)(-0'-0 1/2"±)
W
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(+14'-6 3/8")
C
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C12X20.7 (+14'-6")
C12X20.7 (+15'-0 7/8")
C12X20.7 (+14'-6") C12X20.7 (+14'-6") C12X20.7 (+14'-6")
W12X22
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C10X15.3
C10X15.3
C10X15.3
C10X15.3
C10X15.3
C10X15.3
C10X15.3
C10X15.3
C10X15.3
C10X15.3
C10X15.3
C10X15.3
C10X15.3
C10X15.3
C10X15.3
C10X15.3
C10X15.3
C10X15.3
C10X15.3
C10X15.3
C10X15.3
C10X15.3
C10X15.3
C10X15.3
C10X15.3
C10X15.3
C10X15.3
C10X15.3
2L 3X3X1/4
BRACE, TYP
(+15'-0 1/2")
W12X22
(+14'-6 3/8")
W12X22
(+15'-0 1/2")
W12X22
(+14'-6 3/8")
W12X22
(+15'-0 1/2")
W12X22
(+14'-6 3/8")
W12X22
(+15'-0 1/2")
W12X22
C12X20.7 (+15'-0 7/8") C12X20.7 (+15'-0 7/8") C12X20.7 (+15'-0 7/8")
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0" T
Y P
1' - 6" 15' - 6" ± 15' - 6" ± 15' - 6" ± 15' - 6" ± 1' - 6"
1'
6"
1'
6"
TYP
5' - 2" ±
8'
2"
8'
2"
8'
2"
C1 S-503
C2 S-503
B4 S-503
62' - 0" ±
A2
S-504
TYP AT CORNER
C12 TO C12
CONNECTION
TYP
AT BRACES
C2 S-503
SIM TO (SLOPE OPP DIRECTION)
TYP AT BRACES
C4 S-504
SIM TO
(SLOPE OPP DIRECTION)
C4 S-504
C1
S-504
TYP AT W12 TO W12
CONNECTION, NOT AT COLUMN
C3 S-503
TYP
AT COLUMNS A1
S-504
BEAM TO BEAM
CONNECTION, TYP
C3 S-504
AT C10 CONNECTION
TO W12
TYP
TYP
AT COLUMN
C4 S-503
C1 S-503
OPP
HAND
B4 S-503
C1 S-503
C1 S-503
OPP
HAND
65' - 0" ±
3' - 0"
3'
0"
3' - 0"
3'
0"
ZONE 2
ZONE 1
STEEL DECK ZONES
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
PM/DM
BRANCH 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
M
ID
-A T
LA
N
T
IC
N A
V A
L A
IR
S
T A
T
IO
N O
C E
A N
A
V
IR
G
IN
IA
B
E A
C H
V
A
AS NOTED
/2
/2
:1
:5
A
M
C R e v it L o c a l F ile s \2
-1
-S
-R jo h a n
.s ta d le r.
rv t
S-101
IN
S
T A
L L C
A N
O P
Y A
T F
-1 A
N D
F -3
P
A D
S
S T
R U
C T
U R
A L P
L A
N S
F
-1 P
A D
CBM
12916625
JLP JS
03 Sept 2024
CBM/JLP
1811182
V
IR
G
IN
IA
B
E A
C H
V
IR
G
IN
IA
N A
V A
L A
IR
S
T A
T
IO
N O
C E
A N
A
TWA
HSDC
M
ID
L A
N T
P W
D O
C E
A N
A
S -1
Approved by George Heider, Facilities Operations Specialist, with NAVSUP FLCN Oceana, via Email.
1 CENTERLINE OF EXISTING CONCRETE PEDESTAL AND HSS 6x6x5/16 STEEL
COLUMN ABOVE.
2 TOP OF STEEL OF C10 TO MATCH TOP OF STEEL OF SLOPED W12 BEAM AT
THE POINT OF INTERSECTION OF THE C10 AND W12.
1/4" = 1' - 0" 0 5' 10' 15'1'
GRAPHIC SCALE(S)
KEYNOTES
GENERAL SHEET NOTES
SCALE: 1/4" = 1'-0"
C1
FOUNDATION AND GROUND FLOOR PLAN - F-14 PAD
PLAN
NORTH
SCALE: 1/4" = 1'-0"
A1
ROOF FRAMING PLAN - F-14 PAD
PLAN
NORTH
SCALE: NOT TO SCALE
ROOF DECK PLAN
STEEL ROOF DECK MUST BE 1 1/2" DEEP, 16 GAUGE, TYPE 'B' ROOF DECK.
PROVIDE DECK IN LENGTHS FOR A 3-SPAN MINIMUM CONDITION. FASTEN ROOF
DECK TO SUPPORTING MEMBERS WITH #12 SELF DRILLING SCREWS. SPACE
SCREWS AT 6" ON CENTER MAXIMUM (36-7 PATTERN) AT SUPPORTS WITHIN ZONE
2. SPACE SCREWS AT 12" ON CENTER MAXIMUM (36-4 PATTERN) AT SUPPORTS
WITHIN ZONE 1. PROVIDE (1) #12 SELF DRILLING SCREW SIDELAP FASTENER PER
SPAN, CENTERED ABOUT EACH SPAN, AT ALL DECK SIDELAP JOINTS.
A. TEMPORARY BENCH MARK IS NOTED ON PLAN AS TBM AND IS LOCATED AT
THE TOP OF EXISTING CONCRETE CURB/PEDESTAL AT THE NORTHWEST
CORNER OF THE EXISTING CONCRETE SLAB. TEMPORARY BENCH MARK
ELEVATION IS 16.31', SEE SURVEY DRAWING SHEET V-101.
B. THE DATUM IS THE TEMPORARY BENCH MARK ELEVATION AND IS NOTED
THUS: (+0'-0") ON PLAN.
C. TOP OF EXISTING SLAB ELEVATIONS ARE NOTED THUS: (±X'-X") ON PLAN
INDICATING DISTANCE ABOVE OR BELOW DATUM.
D. TOP OF STEEL ELEVATIONS ARE NOTED THUS: (+X'-X") ON PLAN INDICATING
DISTANCE ABOVE DATUM.
E. FOR WIDE FLANGE BEAMS WHERE TOP OF STEEL ELEVATIONS ARE NOTED,
TOP OF STEEL ELEVATION OCCURS ALONG THE TOP OF EACH BEAM AT ITS
CENTERLINE, AS THESE BEAMS ARE ROTATED 1/4" ON 12" ABOUT THEIR
LONGITUDINAL AXES.
F. FOR CHANNEL BEAMS WHERE TOP OF STEEL ELEVATIONS ARE NOTED, TOP
OF STEEL ELEVATION OCCURS ALONG THE TOP CORNER OF EACH CHANNEL
WHERE THE FLANGE MEETS THE OUTSIDE FACE OF THE WEB, AS THESE
BEAMS ARE ROTATED 1/4" ON 12" ABOUT THEIR LONGITUDINAL AXES.
G. WHERE STEEL BEAMS ARE INDICATED TO BE SLOPED, AT EACH END OF
EACH SLOPED BEAM, MATCH TOP OF STEEL WITH THE TOP OF STEEL OF THE
BEAM INTO WHICH THAT END OF THE SLOPED BEAM FRAMES.
STEEL ROOF DECK NOTES (APPLY TO THIS SHEET ONLY)
M A
R K
D E
S C
R
IP
TI
O
N D
A
7' - 3" 5' - 0"
4'
7/
8"
/8
6'
3"
TBM
(+0'-0")
6" ± WIDE EXISTING CONCRETE CURB
OUTLINE OF EXISTING
CONCRETE PAD F-31
EXISTING CONCRETE SLAB OVER
ABANDONED UNDERGROUND
FUEL STORAGE TANK
F5.0 (-1'-4")
F5.0 (-1'-4")
1 2
F3.0x11.25 (-2'-8")
A3 S-501
C4
S-501
TYP AT
EACH COLUMN
2' - 6" 7' - 3" 1' - 6"
1'
6" 1'
6"
A1 S-502
6 6
A3 S-501
8'
2" 8'
2"
8'
2"
3' - 3" 7' - 3" 6' - 6"
3' - 7 1/2" 3' - 7 1/2" 3' - 3" 3' - 3"
SPAN OF ROOF
DECK, TYP
R O
O F
S
LO
P E
S D
O W
N
1/ 4"
P E
R F
O O
T
C10x15.3
HSS 10x5x5/16 (+14'-10")
W
X
S
LO
P
E D
W
X
S
LO
P
E D
W
X
S
LO
P
E D
2L 3X3X1/4
BRACE, TYP
W
X
S
LO
P
E D
HSS 10x5x5/16 (+15'-4 1/8")
17' - 0"
C10x15.3C10x15.3C10x15.3C10x15.3
W
X
S
LO
P
E D
W
X
S
LO
P
E D
9 9 9 9
C10x15.3C10x15.3C10x15.3C10x15.3C10x15.3
9 9 9 9 9
0" TYP
B1
S-505
TYP
AT CORNERS
C4 S-505
TYP
AT COLUMNS
C2 S-505
C1 S-505
C4
S-505
SIM TO
(W12 SLOPES
OPP DIRECTION)
A3 S-505
A3 S-505
18' - 0"
3' - 0"
3'
0"
3' - 0"
3'
0"
ZONE 2
ZONE 1
STEEL DECK ZONES
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
PM/DM
BRANCH 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
M
ID
-A T
LA
N
T
IC
N A
V A
L A
IR
S
T A
T
IO
N O
C E
A N
A
V
IR
G
IN
IA
B
E A
C H
V
A
AS NOTED
/2
/2
:1
:5
A
M
C R e v it L o c a l F ile s \2
-1
-S
-R jo h a n
.s ta d le r.
rv t
S-102
IN
S
T A
L L C
A N
O P
Y A
T F
-1 A
N D
F -3
P
A D
S
S T
R U
C T
U R
A L P
L A
N S
F
-3 P
A D
CBM
12916626
JLP JS
03 Sept 2024
CBM/JLP
1811182
V
IR
G
IN
IA
B
E A
C H
V
IR
G
IN
IA
N A
V A
L A
IR
S
T A
T
IO
N O
C E
A N
A
TWA
HSDC
M
ID
L A
N T
P W
D O
C E
A N
A
S -1
Approved by George Heider, Facilities Operations Specialist, with NAVSUP FLCN Oceana, via Email.
1 CENTERLINE OF HSS 6x6x5/16 COLUMN AND FOOTING BELOW.
2 WORKING LINE IS OUTSIDE VERTICAL FACE OF EXISTING CONCRETE CURB.
3 EXISTING TANK WITH EXISTING PIPING TO REMAIN (EXISTING PIPING NOT
SHOWN FOR CLARITY). TOP MOST POINT OF EXISTING PIPING/TANK IS AT
(+10'-3").
4 EXISTING ELECTRICAL BOX TO REMAIN.
5 EXISTING DRAIN TO REMAIN.
6 F5.0 DENOTES A 5'-0" WIDE BY 5'-0" LONG BY 2'-0" THICK CONCRETE
FOOTING. TOP OF FOOTING ELEVATION IS NOTED THUS; (-X'-XX") ON PLAN
INDICATING DISTANCE BELOW DATUM. TOP OF CONCRETE PEDESTAL IS AT
ELEV. (+0'-0").
7 F3.0x11.25 DENOTES A 3'-0" WIDE BY 11'-3" LONG BY 3'-0" THICK CONCRETE
FOOTING. TOP OF FOOTING ELEVATION IS NOTED THUS; (-X'-XX") ON PLAN
INDICATING DISTANCE BELOW DATUM. TOP OF CONCRETE PEDESTAL IS AT
ELEV. (+0'-0").
8 EXISTING CATHODIC PROTECTION ACCESS.
9 TOP OF STEEL OF C10 TO MATCH TOP OF STEEL OF SLOPED W12 BEAM AT
THE POINT OF INTERSECTION OF THE C10 AND W12. FOR CONNECTION OF
C10/W12, SEE DETAIL B1/S-504.
1/4" = 1' - 0" 0 5' 10' 15'1'
GRAPHIC SCALE(S)
KEYNOTES
GENERAL SHEET NOTES
SCALE: 1/4" = 1'-0"
A1
FOUNDATION AND GROUND FLOOR PLAN - F-31 PAD
PLAN
NORTH
SCALE: 1/4" = 1'-0"
A3
ROOF FRAMING PLAN - F-31 PAD
PLAN
NORTH
A. TEMPORARY BENCH MARK IS NOTED ON PLAN AS TBM AND IS LOCATED AT
THE TOP OF EXISTING CONCRETE CURB AT THE NORTHEAST CORNER OF
THE EXISTING CONCRETE SLAB. TEMPORARY BENCH MARK ELEVATION IS
18.42', SEE SURVEY DRAWING SHEET V-102.
B. THE DATUM IS THE TEMPORARY BENCH MARK ELEVATION AND IS NOTED
THUS: (+0'-0") ON PLAN.
C. TOP OF FOOTING ELEVATIONS ARE NOTED THUS: (±X'-X") ON PLAN
INDICATING DISTANCE BELOW DATUM.
SCALE: NOT TO SCALE
ROOF DECK PLAN
STEEL ROOF DECK MUST BE 1 1/2" DEEP, 16 GAUGE, TYPE 'B' ROOF DECK.
PROVIDE DECK IN LENGTHS FOR A 3-SPAN MINIMUM CONDITION. FASTEN ROOF
DECK TO SUPPORTING MEMBERS WITH #12 SELF DRILLING SCREWS. SPACE
SCREWS AT 6" ON CENTER MAXIMUM (36-7 PATTERN) AT SUPPORTS WITHIN ZONE
2. SPACE SCREWS AT 12" ON CENTER MAXIMUM (36-4 PATTERN) AT SUPPORTS
WITHIN ZONE 1.
STEEL ROOF DECK NOTES (APPLY TO THIS SHEET ONLY)
M A
R K
D E
S C
R
IP
TI
O
N D
A
EXISTING #5 CONTINUOUS BARS
AT 1'-0" OC EACH WAY, TOP AND
BOTTOM
1'
6"
6"
TO
EXISTING #6 BARS
EXISTING #3 TIES, TYP
1' - 4" ±
LEVELING NUT, TYP
5/8" ⌀ ADHESIVE ANCHOR
WITH 7 1/2" EMBEDMENT IN
EXISTING CONCRETE, TYP
OF (4)
BASE PL 3/4"x10"x1'-0"
1" NONSHRINK GROUT
1/
2"
6" 6" CL COLUMN, BASE PL AND
EXISTING PEDESTAL
FOR TOP OF EXISTING PEDESTAL ELEV.
SEE PLAN C1/S-101
CL HSS 6X6X5/16
8"
8"
8" ± 8" ±
CL 5/8" ⌀ ADHESIVE ANCHOR WITH
7 1/2" EMBEDMENT IN EXISTING
CONCRETE, TYP OF (4)
BASE PL 3/4"x10"x1'-0"
1 1/2" TYP
1/
2" T
Y P
5" 5"
6" 6"
EDGE OF EXISTING
CONCRETE PEDESTAL
EQ EQ
E Q
E Q
3/16
OUTSIDE FACE OF EXISTING
CONCRETE CURB
OUTSIDE FACE OF EXISTING
CONCRETE CURB
8"
8"
1' - 4" ±
CL HSS 6X6X5/16
CL 5/8" ⌀ ADHESIVE ANCHOR WITH
7 1/2" EMBEDMENT IN EXISTING
CONCRETE, TYP OF (4)
BASE PL 3/4"x10"x1'-0"
1/
2" T
Y P
5" 5"
6" 6"
EDGE OF EXISTING
CONCRETE PEDESTAL
3/16
E Q
E Q
EQ EQ
1 1/2" TYP
OUTSIDE FACE OF EXISTING
CONCRETE CURB
(6) #6 BARS BOTTOM EACH WAY,
EQUALLY SPACED. PROVIDE 90°
HOOKS EACH END, EXTENDING
HOOK LENGTHS TO TOP OF TOP
MAT OF REINFORCING
LEVELING NUT, TYP
3/4" ⌀ HEADED ANCHOR
WITH 1'-2" EMBEDMENT IN
CONCRETE, TYP OF (4)
BASE PL 3/4"x12"x1'-0"
1" NONSHRINK GROUT
6" 6" CL HSS 6x6 COLUMN, BASE PL
AND PEDESTAL
1'
2"
(+0'-0")
3" 3"
2' - 6" 2' - 6"
2'
0"
MATCH EXISTING TOP
OF GRADE ELEV., FOR
ELEV. SEE SHEET V-102
1/
2" C
LR
9" 9"
3/4" CHAMFER, TYP
#4 TIES AT 7 1/2" OC MAX
((2) LAYERS OF BUNDLED
TIES NOT SHOWN FOR
CLARITY, SEE SECTION
C3/S-501)
1'-6"x1'-6" CONCRETE
PEDESTAL
FOR TOP OF FOOTING
ELEV. SEE PLAN
EXTEND VERTICAL BARS TO
BOTTOM REINFORCING MAT
(6) #6 BARS TOP EACH WAY,
EQUALLY SPACED. PROVIDE
STD 90° HOOKS EACH END
5'-0"x5'-0"x2'-0" THICK CONCRETE
FOOTING
C4 S-501
C3 S-501
8"
1 1/2" DEEP BY 3 1/2" WIDE
BY 8" LONG KEY
3" C
LR
1 1/2" CLR 1 1/2" CLR
0" TYP
1/
2" C
LR
9" 9"
CL HSS 6X6X5/16 COLUMN, BASE PL
AND CONCRETE PEDESTAL BELOW
CL 3/4"⌀ HEADED ANCHOR WITH
1'-2" EMBEDMENT IN CONCRETE,
TYP OF (4) ANCHORS
BASE PL 3/4"x12"x1'-0"
1/
2" T
Y P
6" 6"
6" 6"
CONCRETE PEDESTAL BELOW
3/16
9" 9"
1 1/2" TYP
1'
6"
#6 VERTICAL BAR WITH STD 90°
HOOKS EACH END, TYP OF (8)
3/4" CHAMFER, TYP
CONCRETE PEDESTAL
1' - 6"
STD 135° STIRRUP HOOKS
1/
2" C
LR
, T
Y P
#4 TIES AT 7 1/2" OC MAX
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
PM/DM
BRANCH 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
M
ID
-A T
LA
N
T
IC
N A
V A
L A
IR
S
T A
T
IO
N O
C E
A N
A
V
IR
G
IN
IA
B
E A
C H
V
A
AS NOTED
/2
/2
:1
:5
A
M
C R e v it L o c a l F ile s \2
-1
-S
-R jo h a n
.s ta d le r.
rv t
S-501
IN
S
T A
L L C
A N
O P
Y A
T F
-1 A
N D
F -3
P
A D
S
S T
R U
C T
U R
A L F
O U
N D
A T
IO
N
D E
T A
IL
S
CBM
12916627
JLP JS
03 Sept 2024
CBM/JLP
1811182
V
IR
G
IN
IA
B
E A
C H
V
IR
G
IN
IA
N A
V A
L A
IR
S
T A
T
IO
N O
C E
A N
A
TWA
HSDC
M
ID
L A
N T
P W
D O
C E
A N
A
S -5
Approved by George Heider, Facilities Operations Specialist, with NAVSUP FLCN Oceana, via Email.
1 1/2" = 1' - 0" 0 6" 1' 2'3" 9"
GRAPHIC SCALE(S)
SCALE: 1 1/2" = 1'-0"
C1
S-101 C1
DETAIL OF COLUMN ON EXISTING CONC. PEDESTAL
SCALE: 1 1/2" = 1'-0"
C1
S-101 B1
DETAIL
SCALE: 1 1/2" = 1'-0"
C1
S-101 A1
DETAIL
PLAN
NORTH
PLAN
NORTH
SCALE: 1 1/2" = 1'-0"
A1
S-102 A3
SECTION THROUGH FOOTING
SCALE: 1 1/2" = 1'-0"
A1
S-102 C4
DETAIL
SCALE: 1 1/2" = 1'-0"
A3
S-501 C3
DETAIL
M A
R K
D E
S C
R
IP
TI
O
N D
A
(6) #6 LONG BARS BOTTOM, EQUALLY
SPACED. PROVIDE 90° HOOKS EACH END,
EXTENDING HOOK LENGTHS TO TOP OF
TOP MAT OF REINFORCING
1'-6"x1'-6" CONCRETE PEDESTAL, FOR
DETAILS OF PEDESTAL SHOWN BUT
NOT CALLED SEE SECTION A3/S-501
CL HSS 6x6 COLUMN, BASE PL
AND PEDESTAL
3"
3" C
LR
1 1/2" CLR
1' - 6" 1' - 6"
1 1/2" CLR
3'
0"
0" TYP
1/
2" C
LR
MATCH EXISTING TOP
OF GRADE ELEV., FOR
ELEV. SEE SHEET V-102
9" 9"
FOR TOP OF FOOTING
ELEV. SEE PLAN
(6) #6 LONG BARS TOP,
EQUALLY SPACED. PROVIDE
STD 90° HOOKS EACH END
3'-0" WIDE BY 11'-3" LONG
BY 3'-0" DEEP CONCRETE
FOOTING
8"
1 1/2" DEEP BY 3 1/2" WIDE BY 8" LONG KEY.
WHERE SHORT REINF. TOP BARS PASS
UNDER KEY, SHIFT TOP SHORT BARS
DOWN BELOW TOP LONG BARS AS
REQUIRED TO MAINTAIN 1 1/2" CLR
(32) #6 SHORT BARS BOTTOM, EQUALLY
SPACED. PROVIDE 90° HOOKS EACH END,
EXTENDING HOOK LENGTHS TO TOP OF
TOP MAT OF REINFORCING
(32) #6 SHORT BARS TOP,
EQUALLY SPACED. PROVIDE
STD 90° HOOKS EACH END
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
PM/DM
BRANCH 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
M
ID
-A T
LA
N
T
IC
N A
V A
L A
IR
S
T A
T
IO
N O
C E
A N
A
V
IR
G
IN
IA
B
E A
C H
V
A
AS NOTED
/2
/2
:1
:5
A
M
C R e v it L o c a l F ile s \2
-1
-S
-R jo h a n
.s ta d le r.
rv t
S-502
IN
S
T A
L L C
A N
O P
Y A
T F
-1 A
N D
F -3
P
A D
S
S T
R U
C T
U R
A L F
O U
N D
A T
IO
N
D E
T A
IL
S
CBM
12916628
JLP JS
03 Sept 2024
CBM/JLP
1811182
V
IR
G
IN
IA
B
E A
C H
V
IR
G
IN
IA
N A
V A
L A
IR
S
T A
T
IO
N O
C E
A N
A
TWA
HSDC
M
ID
L A
N T
P W
D O
C E
A N
A
S -5
Approved by George Heider, Facilities Operations Specialist, with NAVSUP FLCN Oceana, via Email.
1 1/2" = 1' - 0" 0 6" 1' 2'3" 9"
GRAPHIC SCALE(S)
SCALE: 1 1/2" = 1'-0"
A1
S-102 A1
SECTION THROUGH FOOTING
M A
R K
D E
S C
R
IP
TI
O
N D
A
HSS 6x6 COLUMN, SEE PLAN
2L 3X3X1/4 BRACE
CL 3/4" ⌀ BOLT, TYP OF
(2) BOLTS
3"
1 1 /2"
1"
1 1/2"
TAB PL 3/8", ENSURE 1 1/2" MIN
CLEARANCE BETWEEN BOLT CL AND
ANY EDGE OF PL
3/16 3/16
A1 S-503
CL HSS 6x6 COLUMN AND
3/8" THICK TAB PL
TAB PL 3/8"
3/4"⌀ BOLT, TYP
2L 3x3 BRACE
NOTE:
STEEL DECK OMITTED
FOR CLARITY
HSS 6x6 COLUMN, SEE PLAN
SEE PLAN
TOS
CL COLUMN AND W12
ABOVE
2'
0" 1"
2L 3X3X1/4 BRACE
1' - 6"
W12, COPE AS REQ'D, TYP.
C12 (SLOPED),
SEE PLAN
STIFFENER PL 3/8"x1 7/8", FULL DEPTH
W12 (SLOPED), SEE PLAN
CL W12
FOR CONNECTION OF W12 TO W12
SEE DETAIL A1/S-504
B2
S-503
B1
S-503
CHAMFER PL AS REQUIRED
AT W12 FILLET, TYP
3/16 3/16
3/16 3/16
3/16 2@4
3/16 2@4 W12 BEAM HERE NOT
SHOWN FOR CLARITY
FOR BEAM TO COLUMN
CONNECTION, SEE
DETAIL C4/S-503 NOTE:
ALL ANGLE BRACES
SHOWN ON PLAN A1/S-101
SIMILAR
NOTE:
W12 AND BRACE
OMITTED FOR CLARITY
COLUMN
AT CHANNEL (+14'-6")
TOS
CL COLUMN
PL 1"X10"X1-0" PL 1"X10"X1-0"
1 1/2" TYP.
1/4
1' - 0"
CL 3/4" ∅ BOLT,
TYP OF (4)
CL HSS 6X6X5/16, BEAM TO
COLUMN CONNECTION PLATES
AND TOP OF W12 (NOT SHOWN)
W12X22
(SLOPED)
1/4 1/4
1' - 6"
1/4
1/4
1 1/2" DEEP
STEEL DECK
W12 HERE
NOT SHOWN
FOR CLARITY
C12
(+14'-6 3/8")
TOS AT COLUMN CL
A4 S-503
NOTE:
STEEL DECK OMITTED
FOR CLARITY
COLUMN
SEE PLAN
TOS
CL COLUMN, 2L BRACE
2L 3X3X1/4 BRACE
1/4
1' - 6"
90°
CL
W12
1/4
A2
S-503
A1
S-503
A3
S-504*
NOTE :
CENTERLINE OF W12
COINCIDES WITH COLUMN
CENTERLINE AT TOP OF W12
NOTE:
STEEL DECK OMITTED
FOR CLARITY
VARIES
TOS
CL BEAM
1' - 6"
B1
S-504
B1
S-504
C12, SEE PLAN W12, SEE PLAN
C10, SEE PLAN
C10, SEE PLAN
1 1/2"
2L 3X3X1/4 BRACE
W12 BEAM, SEE PLAN
1"
3"
1 1 /2"
CL 3/4" ⌀ BOLT, TYP OF
(2) BOLTS
TAB PL 3/8", ENSURE 1 1/2" MIN
CLEARANCE BETWEEN BOLT CL
AND ANY EDGE OF PL
3/16 3/16
A2 S-503
NOTE:
STEEL DECK OMITTED
FOR CLARITY
TOP OF W12
CL W12
1/4
CL COLUMN BEYOND, TOP OF W12,
2L BRACE AND 3/8" THICK TAB PL
W12, SEE PLAN
TAB PL 3/8" 1"
M
IN
3/4"⌀ BOLT, TYP
2L 3x3 BRACE
NOTE:
STEEL DECK OMITTED
FOR CLARITY
CL COLUMN AND W12
ABOVE
W12, SEE PLAN
PL 1"X10"X1-0"
CL 3/4" ∅ BOLT,
TYP OF (4)
PL 1"X10"X1-0"
1 1/2" TYP
5" 5"
NOTE:
STEEL DECK AND W12
OMITTED FOR CLARITY
NOTE:
W12 AND BRACE
OMITTED FOR CLARITY
COLUMN
AT CHANNEL (+15'-0 7/8")
TOS
CL COLUMN
PL 1"X10"X1-0" PL 1"X10"X1-0"
1 1/2" TYP.
1/4
1' - 0"
CL 3/4" ∅ BOLT,
TYP OF (4)
CL HSS 6X6X5/16, BEAM TO
COLUMN CONNECTION PLATES
AND TOP OF W12 (NOT SHOWN)
W12X22
(SLOPED)
1/4 1/4
1' - 6"
1/4
1/4
12 1 1/2" DEEP
STEEL DECK
W12 HERE
NOT SHOWN
FOR CLARITY
C12
(+15'-0 1/2")
TOS AT COLUMN CL
A4 S-503
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
PM/DM
BRANCH 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
M
ID
-A T
LA
N
T
IC
N A
V A
L A
IR
S
T A
T
IO
N O
C E
A N
A
V
IR
G
IN
IA
B
E A
C H
V
A
AS NOTED
/2
/2
:1
:5
A
M
C R e v it L o c a l F ile s \2
-1
-S
-R jo h a n
.s ta d le r.
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S-503
IN
S
T A
L L C
A N
O P
Y A
T F
-1 A
N D
F -3
P
A D
S
S T
R U
C T
U R
A L F
R A
M
IN
G D
E T
A
IL
S
CBM
12916629
JLP JS
03 Sept 2024
CBM/JLP
1811182
V
IR
G
IN
IA
B
E A
C H
V
IR
G
IN
IA
N A
V A
L A
IR
S
T A
T
IO
N O
C E
A N
A
TWA
HSDC
M
ID
L A
N T
P W
D O
C E
A N
A
S -5
Approved by George Heider, Facilities Operations Specialist, with NAVSUP FLCN Oceana, via Email.
SCALE: 3" = 1'-0"
C1
S-503 B1
DETAIL
SCALE: 3" = 1'-0"
B1
S-503 A1
DETAIL 3" = 1' - 0"
0 3" 6" 1'
1" = 1' - 0" 0 6" 1' 3'2'
GRAPHIC SCALE(S)
SCALE: 1" = 1'-0"
A1
S-101 C1
DETAIL
SCALE: 1" = 1'-0"
A1
S-101 C3
DETAIL
SCALE: 1" = 1'-0"
A1
S-101 C2
DETAIL
SCALE: 1" = 1'-0"
A1
S-101 B4
DETAIL
SCALE: 3" = 1'-0"
C1
S-503 B2
DETAIL
SCALE: 3" = 1'-0"
B2
S-503 A2
DETAIL
SCALE: 1" = 1'-0"
C3
S-503 A4
DETAIL
SCALE: 1" = 1'-0"
A1
S-101 C4
DETAIL
M A
R K
D E
S C
R
IP
TI
O
N D
A
NOTE:
STEEL DECK OMITTED
FOR CLARITY
1/2" 2" 1 1/2"
1/
2"
1/ 2"
5" 2"
CL (2) 3/4"⌀ BOLTS
C12, SEE PLAN
CL 3/4"⌀ BOLT, TYP
C10, SEE PLAN
COPE AS REQUIRED
L 4x4x3/8x0'-9"
1/2" 2" 1 1/2"
1/
2"
1/ 2"
5" 2"
CL 3/4"⌀ BOLTS
W12, SEE PLAN
CL 3/4"⌀ BOLT, TYP
C10, SEE PLAN
COPE AS REQUIRED
L 4x4x3/8x0'-9"
C10, SEE PLAN
C10 TO C12 CONNECTION, TYP C10 TO W12 CONNECTION, TYP
1 1/2" DEEP STEEL DECK
C3 S-504
C3
S-504
W12, SEE PLAN
COPE AS REQUIRED AT
COLUMN CONNECTION
COPE AS REQUIRED
W12 BEAM HERE NOT
SHOWN FOR CLARITY
1/2"
1 1/2" TYP 1 1/2" TYP
CHAMFER PL AS REQUIRED
AT W12 FILLET, TYP
3/16 3/16
TYP
3/16 3/16
TYP
3/16 2@4
3/16 2@4STAGGER,
TYP
W12, SEE PLAN
CL (3) 3/4" ⌀ BOLT, TYP
1/
2" 3"
3"
M
IN
1/
2"
T Y
P
STIFFENER PL 3/8"x3 1/2"x 0'-11 3/8", TYP
NOTE:
STEEL DECK OMITTED
FOR CLARITY
NOTE:
COLUMN BELOW AND
CONNECTION TO
COLUMN OMITTED
FOR CLARITY
W12, SEE PLAN
COPE AS REQUIRED, TYP
3/16 3/16
CL (3) 3/4" ⌀ BOLTS, TYP
PL 3/8"x3 1/2"x 0'-9"
NOTE:
STEEL DECK OMITTED
FOR CLARITY
1/2"
1 1/2" TYP1 1/2" TYP
1/
2"
1/ 2"
3" 3"
1/
2"
1/4
C10, SEE PLAN. FOR CONNECTION OF
OTHER END OF C10 TO C12, SEE DETAIL
B1, THIS SHEET
FOR C10 CONNECTION TO W12,
SEE DETAIL B1/S-504, SIM TO
(C10 ON ONLY ONE SIDE OF W12)
NOTE:
STEEL DECK OMITTED
FOR CLARITY
1 1/2" 2 1/2"
1/
2"
1/ 2"
6"
1/ 2"
CL (2) 3/4"⌀ BOLTS
C10, SEE PLAN
CL 3/4"⌀ BOLT, TYP
W12 OR C12,
SEE PLAN
L 4x4x3/8x0'-9"
C12, SEE PLAN
COPE AS REQUIRED, TYP
3/16 3/16
CL (3) 3/4" ⌀ BOLTS
PL 3/8"x3 1/2"x 0'-9"
NOTE:
STEEL DECK OMITTED
FOR CLARITY
1/2"
1 1/2"1 1/2"
1/
2"
1/ 2"
3" 3"
1/
2"
1/4
W12, SEE PLAN
1/4
CL 3/4" ⌀ BOLT, TYP
L 4"x4"x3/8"x0'-9"
5/16"
C12, CONNECTED TO W12 AT
IT'S SUPPORTS, SEE PLAN
C12, SEE PLAN
3/4" ⌀ BOLT, TYP OF (3) BOLTS
EACH ANGLE LEG
B3 S-504
B4 S-504
C12, SEE PLAN
COPE AS REQUIRED, TYP
CL (3) 3/4" ⌀ BOLTS
L 4"x4"x3/8"x0'-9"
NOTE:
STEEL DECK OMITTED
FOR CLARITY
1/4
C12, SEE PLAN
1/4
CL 3/4" ⌀ BOLT, TYP
1/2" 2"
1 1/2"
1/
2"
1/ 2"
3" 3"
1/
2"
C12, SEE PLAN
CL (3) 3/4" ⌀ BOLTS
L 4"x4"x3/8"x0'-9"
NOTE:
STEEL DECK OMITTED
FOR CLARITY
C12, SEE PLAN
CL 3/4" ⌀ BOLT, TYP
2 1/2"
1 1/2"
1/
2"
1/ 2"
3" 3"
1/
2"
C12, SEE PLAN
COPE AS REQUIRED, TYP
CL (3) 3/4" ⌀ BOLTS
L 4x4x3/8"x 0'-9"
EACH SIDE OF W12
NOTE:
STEEL DECK OMITTED
FOR CLARITY
1/2"2"
1 1/2"
1/
2"
1/ 2"
3" 3"
1/
2"
1/4
W12, SEE PLAN
1/4
CL 3/4" ⌀ BOLT, TYP
A5 S-504
NOTE:
STEEL DECK OMITTED
FOR CLARITY
1/
2"
1/ 2"
3" 3"
CL (3) 3/4"⌀ BOLTS
W12 BEYOND,
SEE PLAN
CL 3/4"⌀ BOLT, TYP
C12, SEE PLAN
L 4x4x3/8x0'-9" EACH
SIDE OF W12
1/2"
1 1/2" TYP
TYP
2 1/2"
C12, SEE PLAN
END OF C12END OF C12
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
PM/DM
BRANCH 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
M
ID
-A T
LA
N
T
IC
N A
V A
L A
IR
S
T A
T
IO
N O
C E
A N
A
V
IR
G
IN
IA
B
E A
C H
V
A
AS NOTED
/2
/2
:1
:5
A
M
C R e v it L o c a l F ile s \2
-1
-S
-R jo h a n
.s ta d le r.
rv t
S-504
IN
S
T A
L L C
A N
O P
Y A
T F
-1 A
N D
F -3
P
A D
S
S T
R U
C T
U R
A L F
R A
M
IN
G D
E T
A
IL
S
Checker
12916630
Designer Author
03 Sept 2024
CBM/JLP
1811182
V
IR
G
IN
IA
B
E A
C H
V
IR
G
IN
IA
N A
V A
L A
IR
S
T A
T
IO
N O
C E
A N
A
TWA
HSDC
M
ID
L A
N T
P W
D O
C E
A N
A
S -5
Approved by George Heider, Facilities Operations Specialist, with NAVSUP FLCN Oceana, via Email.
3" = 1' - 0" 0 3" 6" 1'
GRAPHIC SCALE(S)
SCALE: 3" = 1'-0"
B4
S-503 B1
DETAIL
SCALE: 3" = 1'-0"
A1
S-101 A1
DETAIL
SCALE: 3" = 1'-0"
A1
S-101 C1
DETAIL
SCALE: 3" = 1'-0"
A1
S-101 C3
DETAIL
SCALE: 3" = 1'-0"
A1
S-101 C4
DETAIL
SCALE: 3" = 1'-0"
A1
S-101 A2
PLAN DETAIL
SCALE: 3" = 1'-0"
A2
S-504 B3
DETAIL
SCALE: 3" = 1'-0"
A2
S-504 B4
DETAIL
SCALE: 3" = 1'-0"
C2
S-503 A3
DETAIL
SCALE: 3" = 1'-0"
A3
S-504 A5
DETAIL
M A
R K
D E
S C
R
IP
TI
O
N D
A
NOTE:
STEEL DECK OMITTED
FOR CLARITY
HSS 6x6 COLUMN, SEE PLAN
CL HSS 6x6 COLUMN AND HSS 10x5 BEAM
2'
0" 1"
2L 3X3X1/4 BRACE
W12 (SLOPED, SEE PLAN
CL HSS 10x5
FOR CONNECTION, SEE DETAIL
C1/S-505 OR C2/S-505 AS APPLICABLE
B2
S-503
B1
S-503
SEE PLAN
TOS
1/4
A1
S-505
SIM TO
(DETAIL A2/S-503 DOES
NOT APPLY, AS TAB PL
IS CENTERED ABOUT
W12 ABOVE. W12 IS NOT
ROTATED HERE)
CL HSS 6x6 COLUMN AND HSS 10x5 BEAM
CL 3/4"⌀ BOLT, TYP OF (4)
6" 6"
1 1/2" 1 1/2"
PL 1"x12"x1'-0"
PL 1"x12"x1'-0"
1/4
A2 S-505
NOTE:
W12 AND STEEL DECK
ABOVE OMITTED FOR
CLARITY
CL HSS 6x6 COLUMN AND HSS 10x5 BEAM
CL 3/4"⌀ BOLT, TYP OF (4)
6" 6"
1 1/2" 1 1/2"
PL 1"x12"x1'-0"
PL 1"x12"x1'-0"
5/16 5/16
NOTE:
W12 AND STEEL DECK
ABOVE OMITTED FOR
CLARITY
NOTE:
ROOFING OMITTED
FOR CLARITY
CL (3) 3/4"⌀ BOLTS
TOP OF W12
AT CL HSS 10x5
W12 (SLOPED), SEE PLAN
CL HSS 10x5
1/4
1/2" 1 1/2"
1 1/2"
CL 3/4"⌀ BOLT, TYP
1/
2" 2 1/
2"
1/ 2"1
1/ 2"5/ 8"
1/
2"
1/ 2"
C O
P E
HSS 10x5, SEE PLAN
3 1/2"
3/16 3/16
1 1/2" DEEP STEEL DECK,
SEE PLAN
ELEV (+14'-10")
TOS
PL 3/8"x3 1/2"x0'-8"
NOTE:
ROOFING OMITTED
FOR CLARITY
CL (3) 3/4"⌀ BOLTS
TOP OF W12 AT
CL HSS 10x5
W12 (SLOPED), SEE PLAN
CL HSS 10x5
1/4
1/2" 1 1/2"
1 1/2"
CL 3/4"⌀ BOLT, TYP
1/
2" 2 1/
2"
1/ 2"1
1/ 2"5/ 8"
1/
2"
1/ 2"
C O
P E
HSS 10x5, SEE PLAN
3 1/2"
3/16 3/16
1 1/2" DEEP STEEL DECK,
SEE PLAN
ELEV (+15'-4 1/8")
TOS
PL 3/8"x3 1/2"x0'-8"
NOTE:
ROOFING OMITTED
FOR CLARITY
CL W12 (SLOPED),
SEE PLAN
1 1/2" DEEP STEEL DECK,
SEE PLAN
6"
CL W12 BEAM, SEE PLAN
CL HSS 10x5, SEE PLAN
PL 1/4"x5"x0'-10", CUT CORNERS TO RADIUS TO MATCH HSS 10x5, WELD ALL AROUND TO HSS 10x5
3"
FOR CONNECTION, SEE DETAIL
C1/S-505 OR C2/S-505 AS APPLICABLE
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
PM/DM
BRANCH 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
M
ID
-A T
LA
N
T
IC
N A
V A
L A
IR
S
T A
T
IO
N O
C E
A N
A
V
IR
G
IN
IA
B
E A
C H
V
A
AS NOTED
/2
/2
:1
:5
A
M
C R e v it L o c a l F ile s \2
-1
-S
-R jo h a n
.s ta d le r.
rv t
S-505
IN
S
T A
L L C
A N
O P
Y A
T F
-1 A
N D
F -3
P
A D
S
S T
R U
C T
U R
A L F
R A
M
IN
G D
E T
A
IL
S
Checker
12916631
Designer Author
03 Sept 2024
CBM/JLP
1811182
V
IR
G
IN
IA
B
E A
C H
V
IR
G
IN
IA
N A
V A
L A
IR
S
T A
T
IO
N O
C E
A N
A
TWA
HSDC
M
ID
L A
N T
P W
D O
C E
A N
A
S -5
Approved by George Heider, Facilities Operations Specialist, with NAVSUP FLCN Oceana, via Email.
SCALE: 1" = 1'-0"
A3
S-102 C4
DETAIL
SCALE: 1 1/2" = 1'-0"
C4
S-505 A1
DETAIL
SCALE: 1 1/2" = 1'-0"
A1
S-505 A2
DETAIL
SCALE: 1 1/2" = 1'-0"
A3
S-102 C2
DETAIL
SCALE: 1 1/2" = 1'-0"
A3
S-102 C1
DETAIL
3" = 1' - 0" 0 3" 6" 1'
1 1/2" = 1' - 0" 0 6" 1' 2'3" 9"
1" = 1' - 0" 0 6" 1' 3'2'
GRAPHIC SCALE(S)
SCALE: 1 1/2" = 1'-0"
A3
S-102 A3
DETAIL
SCALE: 3" = 1'-0"
A3
S-102 B1
PLAN DETAIL
M A
R K
D E
S C
R
IP
TI
O
N D
A
S
LO
P E
/4
P
E R
F O
O T
C1 A-501
C3 A-501
C4 A-501
C4
A-501
S
LO
P E
/4
P
E R
F O
O T
B3 A-501
B1 A-501
B4 A-501
B4
A-501
65' - 0" ±
3' - 0" 3' - 0"
3'
0" 3'
0"
3' - 0" 3' - 0"
3'
0" 3'
0"
ZONE 2
ZONE 1
ZONE 3
WIND PRESSURE ACTING DOWNWARD:
ZONE 1: 45.2 PSF
ZONE 2: 67.8 PSF
ZONE 3: 90.4 PSF
UPLIFT WIND PRESSURE:
ZONE 1: 41.4 PSF
ZONE 2: 64.0 PSF
ZONE 3: 124.3 PSF
18' - 0"
3' - 0"
3' - 0"
3'
0" 3'
0"
3' - 0" 3' - 0"
3'
0" 3'
0"
ZONE 3
ZONE 1
ZONE 2
WIND PRESSURE ACTING DOWNWARD:
ZONE 1: 49 PSF
ZONE 2: 73.5 PSF
ZONE 3: 97.9 PSF
UPLIFT WIND PRESSURE:
ZONE 1: 44.9 PSF
ZONE 2: 69.4 PSF
ZONE 3: 134.7 PSF
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
PM/DM
BRANCH 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
M
ID
-A T
LA
N
T
IC
N A
V A
L A
IR
S
T A
T
IO
N O
C E
A N
A
V
IR
G
IN
IA
B
E A
C H
V
A
AS NOTED
/2
/2
:1
:4
A
M
C R e v it L o c a l F ile s \2
-1
-S
-R jo h a n
.s ta d le r.
rv t
A-101
IN
S
T A
L L C
A N
O P
Y A
T F
-1 A
N D
F -3
P
A D
S
R O
O F
P L A
N S
CBM
12916632
AA JS
03 Sept 2024
CBM/JLP
1811182
V
IR
G
IN
IA
B
E A
C H
V
IR
G
IN
IA
N A
V A
L A
IR
S
T A
T
IO
N O
C E
A N
A
TWA
HSDC
M
ID
L A
N T
P W
D O
C E
A N
A
A -1
Approved by George Heider, Facilities Operations Specialist, with NAVSUP FLCN Oceana, via Email.
1/8" = 1' - 0" 0 5' 10' 15' 30'
GRAPHIC SCALE(S)
WIND DESIGN PRESSURE NOTES
SCALE: 1/8" = 1'-0"
C1
ROOF PLAN F-14 PAD
SCALE: 1/8" = 1'-0"
C3
ROOF PLAN F-31 PAD
SCALE: NOT TO SCALE
A1
ROOF WIND PRESSURE ZONES F-14 PAD
SCALE: NOT TO SCALE
A3
ROOF WIND PRESSURE ZONES F-31 PAD
PLAN
NORTH
PLAN
NORTH
1. WIND DESIGN PRESSURES ARE INDICATED IN PLNAS A1 AND A3 ON THIS
SHEET AND HAVE BEEN DETERMINED FROM ASCE 7-16, LRFD.
2. WIND PRESSURES INDICATED ARE ULTIMATE PRESSURES THAT DO NOT
INCLUDE THE DEAD WEIGHT OF THE ROOF.
3. DESIGN ROOFING AND ROOFING CONNECTIONS TO ADEQUATELY RESIST
THE STATED PRESSURES.
M A
R K
D E
S C
R
IP
TI
O
N D
A
SEE STRUCTURAL
TOS
STRUCTURAL
FRAMING
1/4
METAL DECK
STANDING SEAM METAL
ROOFING SYSTEM
FLASHING
1/
2"
SEE STRUCTURAL
TOS
STRUCTURAL
FRAMING
1/4
12 METAL DECK
STANDING SEAM METAL
ROOFING SYSTEM
8"
Z-FLASHING
FLASHING
VARIES
TOS
8"
STRUCTURAL
FRAMING
METAL DECK
STANDING SEAM METAL
ROOFING SYSTEM
FLASHING
Z-FLASHING
SEE STRUCTURAL
TOS
STRUCTURAL
FRAMING
1/4
12 METAL DECK
STANDING SEAM METAL
ROOFING SYSTEM
8"
Z-FLASHING
FLASHING
SEE STRUCTURAL
TOS
7 1/ 2"
STRUCTURAL
FRAMING
1/4
12 METAL DECK
STANDING SEAM METAL
ROOFING SYSTEM
FLASHING
6"
VARIES
TOS
8"
STRUCTURAL
FRAMING
METAL DECK
STANDING SEAM METAL
ROOFING SYSTEM
FLASHING
Z-FLASHING
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
PM/DM
BRANCH 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
M
ID
-A T
LA
N
T
IC
N A
V A
L A
IR
S
T A
T
IO
N O
C E
A N
A
V
IR
G
IN
IA
B
E A
C H
V
A
AS NOTED
/2
/2
:1
:4
A
M
C R e v it L o c a l F ile s \2
-1
-S
-R jo h a n
.s ta d le r.
rv t
A-501
IN
S
T A
L L C
A N
O P
Y A
T F
-1 A
N D
F -3
P
A D
S
D E
T A
IL
S
CBM
12916633
AA JS
03 Sept 2024
CBM/JLP
1811182
V
IR
G
IN
IA
B
E A
C H
V
IR
G
IN
IA
N A
V A
L A
IR
S
T A
T
IO
N O
C E
A N
A
TWA
HSDC
M
ID
L A
N T
P W
D O
C E
A N
A
A -5
Approved by George Heider, Facilities Operations Specialist, with NAVSUP FLCN Oceana, via Email.
3" = 1' - 0" 0 3" 6" 1'
GRAPHIC SCALE(S)
SCALE: 3" = 1'-0"
C1
A-101 C3
DETAIL
SCALE: 3" = 1'-0"
C1
A-101 C1
DETAIL
SCALE: 3" = 1'-0"
C1
A-101 C4
DETAIL
SCALE: 3" = 1'-0"
C3
A-101 B1
DETAIL
SCALE: 3" = 1'-0"
C3
A-101 B3
DETAIL
SCALE: 3" = 1'-0"
C3
A-101 B4
DETAIL
M A
R K
D E
S C
R
IP
TI
O
N D
A
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
PM/DM
BRANCH 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
M
ID
-A T
LA
N
T
IC
N A
V A
L A
IR
S
T A
T
IO
N O
C E
A N
A
V
IR
G
IN
IA
B
E A
C H
V
A
AS NOTED
/2
/2
:1
:2
A
M
C R e v it L o c a l F ile s \2
-1
-E
-R jo h a n
.s ta d le r.
rv t
E-001
IN
S
T A
L L C
A N
O P
Y A
T F
-1 A
N D
F -3
P
A D
S
E L E
C T
R
IC
A L S
Y M
B O
L S
L E
G E
N D
A
B B
R E
V
IA
T
IO
N S
A
N D
N O
T E
S
CBM
12916634
CTO JS
03 Sept 2024
CBM/JLP
1811182
V
IR
G
IN
IA
B
E A
C H
V
IR
G
IN
IA
N A
V A
L A
IR
S
T A
T
IO
N O
C E
A N
A
WTA
HSDC
M
ID
L A
N T
P W
D O
C E
A N
A
E -0
Approved by George Heider, Facilities Operations Specialist, with NAVSUP FLCN Oceana, via Email.
ABBREVIATIONSEXTERIOR ELECTRICAL LEGEND GENERAL NOTES
O
A
AF
AFG
AT
ATG
AUX
BCW
BKR
BLDG
C
CB
CKT
CONC
CP
DIV
DS
EXIST
FVNR
GND
HH
HOA
HP
HPS
HT
IS
KAIC
KV
KVA
m mm
MAX
MCB
MCC
MH
MIN
MOV
MS
H A
USL
US
P
T
J
BURIED PVC…
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