Drawings Hangar 107 Project.pdf
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- Solicitation number
- W50S8V-23-B-0001
- Issued by
-
Department of the Army National Guard
About this file
This solicitation is for the renovation of Building 107 at an air terminal and gym. The project involves renovating the building for use as a small air terminal and gym. It is being solicited as a total small business set-aside according to FAR 19.5, with a NAICS code of 236220 and corresponding size standard of $45 million. The project value is estimated between $1 million to $5 million. Davis Bacon wage rates apply. Funds are not presently available but are expected to become available before September 30, 2023. The award will be made to the responsible bidder providing the most advantageous price. The soliciting agency is the Department of the Army National Guard.
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09-20-2022
SAT
GYM
OFFICE
CLIENT
CONSULTANT
CONSULTANTS
REGISTRATION
ISSUE/REVISION
SHEET NUMBER
SHEET TITLE
PROJECT NUMBER
L a s t
P lo tt e d
F ile n a m e
Printed on ___% Post-Consumer Recycled Content Paper
A R
C H
E x
P ro je c t M a n a g e m e n t In it ia ls
D e s ig n e r:
C h e c k e d
A p p ro v e d
PROJECT
©2017 AECOM Corporation
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COVER
G001
LYBH112130
C h e c k e r
D e s ig n e r
A p p ro v e r
AECOM
HANGAR 107 SAT & GYM
RENOVATION
WEST VIRGINIA AIR
NATIONAL GUARD
http://www.aecom.com
-G
E N
E R
A L -G
-C
O V
E R
HANGAR 107 SAT & GYM RENOVATION
MCLAUGHLIN AIR NATIONAL GUARD BASE
CHARLESTON, WEST VIRGINIA
ANG PROJECT NO.: LYBH112130
FINAL DESIGN SUBMITTAL
SEPTEMBER 20, 2022
I/R DATE DESCRIPTION
1 9-20-2022 FINAL DESIGN SUBMITTAL
MCLAUGHLIN AIR NATIONAL GUARD BASE
YEAGER AIRPORT
HANGAR 107
SYMBOL INDICATIONS
MATERIAL INDICATIONS
SECTION NUMBER
SHEET WHERE SECTION IS FOUND
ELEVATION NUMBER
SHEET WHERE ELEVATION IS FOUND
DETAIL NUMBER OR LETTER
SHEET WHERE DETAIL IS FOUND
INTERIOR ELEVATION
LETTER OR NUMBER
SHEET WHERE INTERIOR
ELEVATION IS FOUND
WINDOW TYPE
ROOM NUMBER
FINISH TYPE
CENTERLINE OF COLUMN GRID WITH
LETTER OR NUMBER
PARTITION TYPE
DOOR NUMBER
POROUS FILL
GYPSUM BOARD
CONCRETE
CMU
BRICK
FINISH WOOD
ROUGH CARPENTRY
BLOCKING - SIZED AS REQUIRED
2" RIGID INSULATION (MIN. R-5.7
c.i.)
EARTH
C
A
B
D
F*
KEY NOTE
1t
A301
100A
OR
EXISTING DOOR
NEW DOOR
A301
A301
A301
EXISTING GRID LINE
NEW GRID LINE
AREA OF PLAN DETAIL
DIRECTION OF
SECTION DETAIL
A
& AND
@ AT
AB ANCHOR BOLT
ABUT ABUTMENT
ABV ABOVE
ACST ACOUSTICAL
ACT ACOUSTICAL CEILING TILE
ACU AIR CONDITIONING UNIT
ADJ ADJACENT
ADJT ADJUST(ADJUSTABLE)
AFF ABOVE FINISH FLOOR
AGGR AGGREGATE
AHU AIR HANDLING UNIT
ALUM ALUMINUM
ALM ALARM
ALT ALTERNATE
ANCH ANCHOR
ANOD ANODIZE(ANODIZED)
AP ACCESS PANEL
APPROX APPROXIMATE
ARCH ARCHITECTURAL
AUX AUXILIARY
AWP ACOUSTICAL WALL PANEL
B
B/ BELOW
BAL BALANCE
BD BOARD
BF BOTH FACES
BH BORE HOLE
BIT BITUMINOUS
BL BOTTOM LAYER
BLDG BUILDING
BLK BLOCK
BLKG BLOCKING
BM BEAM
B.O. BOTTOM OF ____
BPL BASE PLATE
BP BEARING PLATE
BRDG BRIDGING
BRG BEARING
BRGPL BEARING PLATE
BRKT BRACKET
BSMT BASEMENT
BT BENT
BTWN BETWEEN
C
C/C CENTER TO CENTER
CAB CABINET
CANT CANTILEVER
CAP CAPACITY
CEM CEMENT
CER CERAMIC
CERT CERTIFIED
CI CAST IRON
CIP CAST IN PLACE
CJ CONTROL JOINT
CLG CEILING
CLO CLOSET
CLR CLEAR
CM CENTIMETER
CMU CONCRETE MASONRY UNIT
CNTR COUNTERC
C/C CENTER TO CENTER
CAB CABINET
CANT CANTILEVER
CAP CAPACITY
CEM CEMENT
CER CERAMIC
CERT CERTIFIED
F
F/F FACE TO FACE
FA FIRE ALARM
FACP FIRE ALARM CONTROL
PANEL
FC FIRE CODED
FD FLOOR DRAIN
FDC FIRE DEPARTMENT
CONNECTION
FNDN FOUNDATION
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER
CABINET
FF FAR FACE
FHC FIRE HOSE CABINET
FHR FIRE HOSE REEL
FIN FINISH
FIXT FIXTURE
FLEX FLEXIBLE
FLG FLOORING
FLR FLOOR
FLUOR FLUORESCENT
FP FULL PENETRATION
FR FRAME
FRP FIBERGLASS REINFORCED
PLASTIC
FT FEET(FOOT)
FTG FOOTING
FURN FURNITURE
FUT FUTURE
G
G CORNER GUARD
GA GAUGE
GAL GALLON
GALV GALVANIZE(D)
GB GRAB BAR
GEN GENERAL
GI GALVANIZED IRON
GL GLAZING
GLI INTERIOR GLAZING
GR GRADE
GRD GROUND
GT GUILLOTINE
GYP GYPSUM
GYP BD GYPSUM BOARD
H
HB HOSE BIB
HC HOLLOW CORE
HD HEAD
HDR HEADER
HDW HARDWARE
HDWD HARDWOOD
HI HIGH IMPACT
HK HOOK
HM HOLLOW METAL
HORIZ HORIZONTAL
HP HIGH POINT
HR HOUR
HT HEIGHT
HTG HEATING
HTR HEATER
HVAC HEATING-VENTILATING-AIR
CONDITIONING
HW HOT WATER
N
# NUMBER
N NORTH
NA NOT APPLICABLE
NB NO BASE
NC NO CEILING
NF NEAR FACE
NIC NOT IN CONTRACT
NOM NOMINAL
NS NEAR SIDE
NTS NOT TO SCALE
O
O/O OUT TO OUT
OC ON CENTER
OD OUTSIDE DIAMETER
OFCI OWNER FURNISHED /
CONTRACTOR INSTALLED
OFOI OWNER FURNISHED /
OWNER INSTALLED
OFD OVERFLOW DRAIN
OFF OFFICE
OH OVERHEAD
OPNG OPENING
OPP OPPOSITE
OPR OPERABLE
P
PL PLATE
P/L PROPERTY LINE
PA PUBLIC ACCESS
PAR PARALLEL
PARA PARAGRAPH
PB PUSH BUTTON
PC PRECAST CONCRETE
PCF POUNDS PER CUBIC FOOT
PERM PERIMETER
PEMB PRE-ENGINEERED METAL
BUILDING
PLAS PLASTER
P.LAM PLASTIC LAMINATE
PLMB PLUMBING
PLY PLYWOOD
PNL PANEL
POL POLISHED
PR PAIR
PRE PREFINISHED
PREFAB PREFABRICATED
PROJ PROJECTION
PROJSC PROJECTOR SCREEN
PROP PROPERTY
PS PRECAST SPANDREL
PSF POUNDS PER SQUARE
FOOT
PSI POUNDS PER SQUARE INCH
PTD PAINTED
PTDI PAPER TOWEL DISPENSER
PTDR PAPER TOWEL DISPENSER
RECEPTOR
P POINT
PT PAINT
PTN PARTITION
PTR PAPER TOWEL RECEPTOR
PVC POLYVINYL CHLORIDE
PYC POLYURETHANE COATING
T
T TREAD
T&B TOP & BOTTOM
T&G TONGUE & GROOVE
T.O. TOP OF ____
TB TOWEL BAR
TBD TACK BOARD
TEL TELEPHONE
TEMP TEMPERATURE
TEN TENSION
TER TERRAZZO
TERM TERMINATION
THK THICK
THRES THRESHOLD
TL TOP LAYER
TLT TOILET
TOL TOLERANCE
TOT TOTAL
TPH TOILET PAPER HOLDER
TPD TOILET PAPER DISPENSER
TPTN TOILET PARTITION
TR TRASH RECEPTOR
TV TELEVISION
TYP TYPICAL
V
V VENT
VB VAPOR BARRIER
VBS VINYL BASE
VCT VINYL COMPOSITE TILE
VERT VERTICAL
VNR VENEER
VS VARIES
VTR VENT THROUGH ROOF
VWC VINYL WALL COVERING
VIF VERIFY IN FIELD
W
W WEST
W/ WITH
W/O WITHOUT
WC WATER CLOSET
WD WOOD
WDB WOOD BASE
WDW WINDOW
WG WIRE GLASS
WI WROUGHT IRON
WL WIND LOAD
WP WALL PROTECTION
WPF WATERPROOFING
WPT WORK POINT
WS WATER STOP
WSP WEATHERSTRIP
WT WEIGHT
WV WOOD VENEER
WVF WOOD VENEER FABRIC
WWF WELDED WIRE FABRIC
WWM WELDED WIRE MESH
Y
YD YARD
Q
QT QUARRY TILE
QTY QUANTITY
R
R RISER
RAD RADIUS
RB RUBBER BASE
RD ROOF DRAIN
REBAR REINFORCING BAR
REC RECESS
RECT RECTANGULAR
REF REFERENCE
RCP REFLECTED CEILING PLAN
REINF REINFORCE
REL RELOCATE
REQD REQUIRED
REV REVISE(REVISION)
RM ROOM
RMV REMOVE
RND ROUND
RO ROUGH OPENING
RS RISERS
RT RIGHT
S
S SOUTH
SAFB SOUND ATTENUATION FIRE
BLANKET
SC SEALED CONCRETE
SCHED SCHEDULE
SD SMOKE DETECTOR
SDISPEN SOAP DISPENSER
SECT SECTION
SHT SHEET
SIM SIMILAR
SLV SLEEVE
SND SANITARY NAPKIN DISP.
SNR SANITARY NAPKIN RECEPT
SOG SLAB ON GRADE
SLD SOLID SURFACE
SPA SPACE(S)(ING)
SPEC SPECIFICATION(S)
SPKR SPEAKER
SQ SQUARE
SQ FT SQUARE FOOT
SQ IN SQUARE INCH
SS/EE SAFETY SHOWER /
EMERGENCY EYEWASH
SST STAINLESS STEEL
STA STATION
STD STANDARD
STIFF STIFFEN(ER)
STL STEEL
STOR STORAGE
STR STRAIGHT
STRUCT STRUCTURE(AL)
SUP SUPPORT
SUSP SUSPENDED
SW SWITCH
SWG SWITCHGEAR
SYM SYMMETRICAL
SHP SHARPS
I
ID INSIDE DIAMETER
IF INSIDE FACE
IN INCH(ES)
INCAND INCANDESCENT
INCL INCLUDE(ED)(ING)
IND INDIVIDUAL
INSUL INSULATION(INSULATED)
INT INTERIOR
IR INSIDE RADIUS
J
JAN JANITOR
JB JUNCTION BOX
JST JOIST
JT JOINT
K
KO KNOCKOUT
L
LAM LAMINATE
LAV LAVATORY
LB POUND
LDG LANDING
LEVPL LEVELING PLATE
LF LINEAR FOOT
LG LONG
LIN LINEAR(LINEAL)
LKR LOCKER
LL LIVE LOAD
LOC LOCATION
LONG LONGITUDINAL
LP LOW POINT
LT LEFT
LTG LIGHTING
LTH LEFT HAND
LVL LEVEL
LVR LOUVER
M
M METER(METRIC MEASURE)
MAS MASONRY
MATL MATERIAL
MAX MAXIMUM
MECH MECHANICAL
MET METAL
MEZZ MEZZANINE
MFR MANUFACTURER
MHO MAGNETIC HOLD OPEN
MID MIDDLE
MIN MINIMUM
MISC MISCELLANEOUS
MK MARK
MO MASONRY OPENING
MR MOISTURE/MILDEW
RESISTANT
MRT MOISTURE RESISTANT TILE
MS METAL STUD(S)
MTR METER(UTILITIES)
C
CF/CI CONTRACTOR FURNISHED /
CONTRACTOR
INSTALLED
CI CAST IRON
CIP CAST IN PLACE
CJ CONTROL JOINT
CLG CEILING
CLO CLOSET
CLR CLEAR
CM CENTIMETER
CMU CONCRETE MASONRY UNIT
CNTR COUNTER
CO CLEAN OUT
COL COLUMN
COMP COMPRESSION
COMPR COMPRESSIBLE
CONC CONCRETE
CONN CONNECTOR
CONST CONSTRUCTION
CONT CONTINUOUS
CONTR CONTRACTOR
COORD COORDINATE
CORR CORRIDOR
CP CARPET
CPT CARPET TILE
CR CARD READER
CSK COUNTERSINK
CT CERAMIC TILE
CTR CENTER
CW COLD WATER
CU COPPER
D
DBL DOUBLE
DEG DEGREE
DEMO DEMOLITION
DET DETAIL
DF DRINKING FOUNTAIN
DIA DIAMETER
DIAG DIAGONAL
DISPEN DISPENSER
DK DECK
DL DEAD LOAD
DN DOWN
DP DAMPROFFING
DR DOOR
DS DOWN SPOUT
DW DISHWASHER
DWG DRAWING
DWR DRAWER
DIAPH DIAPHRAM
DIFF DIFFUSER
DIM DIMENSION
E
E EAST
EA EACH
EJ EXPANSION JOINT
EL ELEVATION
ELEC ELECTRICAL
ELEV ELEVATOR
EM RECESSED ENTRY MAT
ENCL ENCLOSURE
ENG ENGINEER
EPT EPOXY PAINT
EQ EQUAL
EQUIP EQUIPMENT
ES EACH SIDE
EW EACH WAY
EXCAV EXCAVATION
EX EXISTING
EXP EXPOSED
EXPAN EXPANSION
EXT EXTERIOR
09-20-2022
SAT
GYM
OFFICE
CLIENT
CONSULTANT
CONSULTANTS
REGISTRATION
ISSUE/REVISION
SHEET NUMBER
SHEET TITLE
PROJECT NUMBER
L a s t
P lo tt e d
F ile n a m e
Printed on ___% Post-Consumer Recycled Content Paper
A R
C H
E x
P ro je c t M a n a g e m e n t In it ia ls
D e s ig n e r:
C h e c k e d
A p p ro v e d
PROJECT
©2017 AECOM Corporation
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LEGEND, INDEX & ABBREVIATIONS
G002
LYBH112130
C h e c k e r
D e s ig n e r
A p p ro v e r
AECOM
HANGAR 107 SAT & GYM
RENOVATION
WEST VIRGINIA AIR
NATIONAL GUARD
http://www.aecom.com
-G
E N
E R
A L -G
-L
E G
E N
D
IN
D
E X
A
B B
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V
IA
T
IO
N S
DRAWING INDEX
SHEET
NO. SHEET TITLE
G001 COVER
G002 LEGEND, INDEX & ABBREVIATIONS
AD101 ARCHITECTURAL DEMOLITION PLAN
AD102 DRYING TOWER & ROOF DEMOLITION PLAN
A001 WALL TYPE LEGEND
A100 OVERALL FLOOR & LIFE SAFETY PLAN
A101 FLOOR PLAN
A102 MEZZANINE & ROOF PLAN
A201 REFLECTED CEILING PLAN
A301 ENLARGED PLANS, ELEVATIONS, & SECTIONS
A401 ARCHITECTURAL DETAILS
A601 CASEWORK, DOORS, WINDOWS, SHEDULES, & DETAILS
S001 STRUCTURAL LEGENDS & ABBREVIATIONS
S002 STRUCTURAL GENERAL NOTES
S003 STRUCTURAL GENERAL NOTES
S004 STRUCTURAL TYPICAL CONCRETE SECTIONS & DETAILS
S005 STRUCTURAL TYPICAL CONCRETE SECTIONS & DETAILS
S006 STRUCTURAL TYPICAL MASONRY SECTIONS & DETAILS
S007 STRUCTURAL TYPICAL STEEL SECTIONS & DETAILS
S101 FOUNDATION PLAN
S102 FRAMING PLAN
S103 DRYING TOWER FRAMING PLAN
S104 MEZZANINE RELOCATION PLAN
S105 MECH PLATFORM FRAMING PLAN
S106 LOW ROOF FRAMING PLAN
S107 COLD-FORMED METAL FRAMING PLAN
S401 SECTIONS AND DETAILS
S402 SECTIONS AND DETAILS
S403 SECTIONS AND DETAILS
SD101 STRUCTURAL DEMOLITION PLAN
SD102 STRUCTURAL DEMOLITION PLAN
P001 PLUMBING LEGEND, NOTES, & ABBREVIATIONS
P101 PLUMBING PLAN
FP001 FIRE PROTECTION LEGEND, NOTES, & ABBREVIATIONS
FP101 FIRE PROTECTION PLAN
M001 HVAC LEGENDS, NOTES, & ABBREVIATIONS
M101 HVAC FLOOR PLAN
M601 HVAC DETAILS
M701 HVAC SCHEDULES
M801 HVAC SEQUENCE OF OPERATIONS/CONTROLS
M802 HVAC SEQUENCE OF OPERATIONS/CONTROLS
E001 ELECTRICAL ABBREVIATIONS & NOTES
E002 ELECTRICAL SYMBOLS
ED101 FIRST FLOOR ELECTRICAL DEMOLITION PLAN
E101 FIRST FLOOR ELECTRICAL COMPOSITE PLAN
E102 MEZZANINE LEVEL ELECTRICAL COMPOSITE PLAN
EL101 FIRST FLOOR LIGHTING PLAN
EP101 FIRST FLOOR POWER PLAN
EP102 ROOF POWER PLAN
ET101 FIRST FLOOR TECHNOLOGY PLAN
EF101 FIRST FLOOR FIRE ALARM PLAN
E601 PANEL SCHEDULES
E701 ELECTRICAL DETAILS
Scale: 6" = 1'-0"
1 SITE - LOCATION PLAN - LARGE
Scale: 6" = 1'-0"
2 SITE - LOCATION PLAN - SMALL
11 10 9 8 7 6 5 4 3 2 1
Q
P
O
L
K
J
CL
H
G
F
004005
014014
002002
"0
NO SCOPE
NO SCOPE
NO SCOPE
024016
004025
NO SCOPE
A. REFER TO STRUCTURAL, PLUMBING, MECHANICAL, AND ELECTRICAL DEMOLITION DRAWINGS FOR MORE
INFORMATION ON DEMOLITION
B. PATCHING AND REPAIRING OF THE EXISTING BUILDING IS REQUIRED AS NEEDED. ANYTHING DAMAGED DURING DEMOLITION MUST BE REPAIRED OR REPLACED. REFER TO SELECTIVE DEMOLITION SECTION OF THE SPECIFICATIONS
FOR MORE DEMOLITION INFORMATION.
C. STRUCTURAL GRID FOR NEW STRUCTURE NOT SHOWN ON DEMOLITION PLANS
D. SLAB CUTTING SHOWN ON DEMOLITION PLANS ARE APPROXIMATE AMOUNT OF DEMOLITION REQUIRED FOR THE NEW
WORK. CONTRACTOR SHALL FIELD VERIFY EXACT AMOUNT REQUIRED TO COMPLETE THE PROJECT.
E. DEMOLITION DRAWINGS ARE BASED ON AVAILABLE INFORMATION PROVIDED BY THE BUILDING OWNER AND FROM
FIELD INVESTIGATIONS AND MAY NOT REPRESENT ALL EXISTING CONDITIONS THAT MAY BE ENCOUNTERED DURING
CONSTRUCTION. FIELD VERIFICATION BY THE CONTRACTOR IS RECOMMENDED.
F. MEZZANINES THAT ARE TO BE RELOCATED TO THIS SPACE ARE TO BE DISASEMBLED, MOVED, AND REINSTALLED.
G. AREAS CALLED OUT AS "NO SCOPE" MAY REQUIRE SOME WORK TO ACCESS EXISTING UTILITIES SUCH AS GAS LINES, ELECTRICAL PANELS AND CONDUITS, ETC.
GENERAL NOTES - DEMOLITION
ITEMS SHOWN AS DASHED ARE TO BE
DEMOLISHED. SEE INDIVIDUAL
KEYNOTES FOR MORE INFORMATION ON
SPECIFIC ITEMS TO BE REMOVED
LEGEND - DEMOLITION
AREA OF EXISTING BUILDING MATERIAL
TO BE REMOVED. SEE INDIVIDUAL
KEYNOTES FOR MORE INFORMATION ON
MATERIAL TO BE REMOVED.
AREA OF NO SCOPE
09-20-2022
SAT
GYM
OFFICE
CLIENT
CONSULTANT
CONSULTANTS
REGISTRATION
ISSUE/REVISION
SHEET NUMBER
SHEET TITLE
PROJECT NUMBER
L a s t
P lo tt e d
F ile n a m e
Printed on ___% Post-Consumer Recycled Content Paper
A R
C H
E x
P ro je c t M a n a g e m e n t In it ia ls
D e s ig n e r:
C h e c k e d
A p p ro v e d
PROJECT
©2017 AECOM Corporation
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ARCHITECTURAL DEMOLITION PLAN
AD101
LYBH112130
C h e c k e r
D e s ig n e r
A p p ro v e r
AECOM
HANGAR 107 SAT & GYM
RENOVATION
WEST VIRGINIA AIR
NATIONAL GUARD
http://www.aecom.com
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E M
O L
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IO
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IT
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T U
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P L A
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A301 Scale: 1/8" = 1'-0"
1 DEMOLITION PLAN
KEYNOTES - DEMOLITION PLAN
022 SAWCUT EXISTING 8" CONCRETE HANGAR FLOOR AND REMOVE /
EXCAVATE AS NEED TO INSTALL NEW UNDERGROUND PLUMBING,
SEE PLUMBING
023 SAWCUT EXISTING 8" CONCRETE HANGAR FLOOR TO RECESS
SCALE INTO FLOOR. VERIFY DIMENSIONS WITH SCALE PROVIDED
BY OWNER.
024 EXISTING WALK OFF MAT TO REMAIN
025 REMOVE EXISTING CONCRETE SLAB IN DRYING TOWER, SEE
STRUCTURAL
028 REMOVE ACT CEILING HERE AS NEEDED TO INSTALL NEW GAS LINE
TO ROOF TOP MECHANICAL UNIT AND CONNECT TO EXISTING. SEE
PLUMBING. REPAIR AND REPLACE CEILING.
KEYNOTES - DEMOLITION PLAN
008 REMOVE EXISTING CHAINLINK FENCE ENCLOSURE
010 REMOVE EXISTING CASEWORK
014 FOR EXISTING HANGAR FLOOR, STRIP EXISTING PAINT AND PREP
FOR NEW EPOXY COATING. ALSO REMOVE ALL ITEMS EMBEDDED
IN EXISTING HANGAR SLAB SUCH AS PLANE TIE DOWNS,
BRACKETS, ANCHORS, ETC. PATCH AND REPAIR FLOOR WHERE
ITEMS WERE REMOVED AND ALL PITS AND BLEMISHES.
016 NEW FURRING WALL TO BE LOCATED ALONG EXISTING EXTERIOR
WALL, REMOVE AND RELOCATE ALL WALL MOUNTED ITEMS SUCH
AS OUTLETS / CONDUITS, EXIT SIGNS, ETC
017 REMOVE EXISTING DOOR AND FRAME AND INFILL OPENING
021 SAWCUT EXISTING 8" CONCRETE HANGAR FLOOR AND REMOVE /
EXCAVATE AS NEED TO INSTALL NEW UNDERGROUND ELECTRICAL
AND FLOOR BOXES, SEE ELECTRICAL
KEYNOTES - DEMOLITION PLAN
001 MEZZANINE ACCESS LADDER TO BE REMOVED AND RELOCATED,
SEE NEW FLOOR PLANS
002 REMOVE BOLLARDS, PATCH CONCRETE FLOOR
004 NEW OPENING IN EXISTING CONCRETE DRYING TOWER, CUT CMU
DOWN BELOW SLAB, SEE STRUCTURAL FOR MORE INFORMATION
005 REMOVE EXISTING CMU COMPLETELY IN THIS STRUCTURAL BAY UP
TO CONCRETE BEAM ABOVE AND BETWEEN THE COLUMNS
006 SAWCUT EXISTING 8" CONCRETE HANGAR FLOOR AND REMOVE /
EXCAVATE MATERIAL AS NEED TO INSTALL NEW FOOTINGS AND
FOUNDATIONS FOR CMU WALLS AND STEEL COLUMS, SEE
STRUCTURAL
007 REMOVE UPPER PORTION OF EXISTING DRYING TOWER ABOVE
SURROUNDING ROOF, DOWN TO EXISTING CONCRETE BEAM ROOF.
SEE STRUCTURAL FOR MORE INFORMATION TOWER DEMOLITION.
2 1
J
CL
H
G
AD102
14' - 0"
013013
015015
019 019
020020
FIRST FLOOR
EL 0' - 0"
MEZZANINE
EL 11' - 10 1/2"
J CL H
011 011
015015 acm_Site Setup
EL 0' - 0"
A. REFER TO STRUCTURAL, PLUMBING, MECHANICAL, AND ELECTRICAL DEMOLITION DRAWINGS FOR MORE
INFORMATION ON DEMOLITION
B. PATCHING AND REPAIRING OF THE EXISTING BUILDING IS REQUIRED AS NEEDED. ANYTHING DAMAGED DURING DEMOLITION MUST BE REPAIRED OR REPLACED. REFER TO SELECTIVE DEMOLITION SECTION OF THE SPECIFICATIONS
FOR MORE DEMOLITION INFORMATION.
C. STRUCTURAL GRID FOR NEW STRUCTURE NOT SHOWN ON DEMOLITION PLANS
D. SLAB CUTTING SHOWN ON DEMOLITION PLANS ARE APPROXIMATE AMOUNT OF DEMOLITION REQUIRED FOR THE NEW
WORK. CONTRACTOR SHALL FIELD VERIFY EXACT AMOUNT REQUIRED TO COMPLETE THE PROJECT.
E. DEMOLITION DRAWINGS ARE BASED ON AVAILABLE INFORMATION PROVIDED BY THE BUILDING OWNER AND FROM
FIELD INVESTIGATIONS AND MAY NOT REPRESENT ALL EXISTING CONDITIONS THAT MAY BE ENCOUNTERED DURING
CONSTRUCTION. FIELD VERIFICATION BY THE CONTRACTOR IS RECOMMENDED.
F. MEZZANINES THAT ARE TO BE RELOCATED TO THIS SPACE ARE TO BE DISASEMBLED, MOVED, AND REINSTALLED.
G. AREAS CALLED OUT AS "NO SCOPE" MAY REQUIRE SOME WORK TO ACCESS EXISTING UTILITIES SUCH AS GAS LINES, ELECTRICAL PANELS AND CONDUITS, ETC.
GENERAL NOTES - DEMOLITION
ITEMS SHOWN AS DASHED ARE TO BE
DEMOLISHED. SEE INDIVIDUAL
KEYNOTES FOR MORE INFORMATION ON
SPECIFIC ITEMS TO BE REMOVED
LEGEND - DEMOLITION
AREA OF EXISTING BUILDING MATERIAL
TO BE REMOVED. SEE INDIVIDUAL
KEYNOTES FOR MORE INFORMATION ON
MATERIAL TO BE REMOVED.
AREA OF NO SCOPE
9 8
Q
P
019 019
019019
015015
020020
09-20-2022
SAT
GYM
OFFICE
CLIENT
CONSULTANT
CONSULTANTS
REGISTRATION
ISSUE/REVISION
SHEET NUMBER
SHEET TITLE
PROJECT NUMBER
L a s t
P lo tt e d
F ile n a m e
Printed on ___% Post-Consumer Recycled Content Paper
A R
C H
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P ro je c t M a n a g e m e n t In it ia ls
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PROJECT
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DRYING TOWER & ROOF
DEMOLITION PLAN
AD102
LYBH112130
C h e c k e r
D e s ig n e r
A p p ro v e r
AECOM
HANGAR 107 SAT & GYM
RENOVATION
WEST VIRGINIA AIR
NATIONAL GUARD
http://www.aecom.com
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A301 Scale: 1/4" = 1'-0"
1 DRYING TOWER & ROOF DEMOLITION PLAN
KEYNOTES - DEMOLITION PLAN
027 PENETRATION THROUGH EXISTING METAL PANEL WALL
FOR NEW WEATHER PROOF OUTLET AND POWER TO
MECHANICAL UNITS, COORDINATE WITH MECHANICAL
AND ELECTRICAL
KEYNOTES - DEMOLITION PLAN
019 CUT SBS MODIFIED BITUMOUS ROOFING SYSTEM,
COVER BOARD, AND INSULATION DOWN TO CONCRETE
DECK TO INSTALL MECHANICAL UNIT SUPPORTS
STRUCTURE. PATCH AND REPAIR ROOF, PROVIDE SEAL
TO SUPPORT LEGS
020 EXISTING ROOF CONSISTS OF SBS ROOFING MEMBRANE
OVER 5/8" COVER BOARD OVER 7" RIGID INSULATION
OVER CONCRETE ROOF DECK
026 CUT SBS MODIFIED BITUMOUS ROOFING SYSTEM,
COVER BOARD, INSULATION AND CORE THROUGH
CONCRETE DECK TO INSTALL NEW GAS LINE TO
MECHANICAL UNIT. PATCH AND REPAIR ROOF, PROVIDE
SEAL AROUND GAS LINE PENETRATION
KEYNOTES - DEMOLITION PLAN
007 REMOVE UPPER PORTION OF EXISTING DRYING TOWER
ABOVE SURROUNDING ROOF, DOWN TO EXISTING
CONCRETE BEAM ROOF. SEE STRUCTURAL FOR MORE
INFORMATION TOWER DEMOLITION.
011 REMOVE EXISTING ROOF ACCESS LADDER ATTACHED
TO EXTERIOR WALL OF HANGAR AND DRYING TOWER.
013 REMOVE EXISTING METAL PANELS BEHIND DRYING
TOWER.
015 CREATE OPENING IN EXISTING EXTERIOR INSULATED
METAL PANEL WALL FOR NEW INSULATED DUCTS FROM
RTU TO INTERIOR BUILDING. COORDINATE WITH
MECHANICAL. FIELD VERIFY EXISTING STRUCTURAL AND
GLYCOL PIPING.
A301 Scale: 1/4" = 1'-0"
2 DRYING TOWER DEMOLITION ELEVATION
NTS
3 DEMOLITION IMAGE
A301 Scale: 1/4" = 1'-0"
4 PARTIAL ROOF DEMOLITION PLAN
RUNNER
5/8" GYPSUM
BOARD EACH
SIDE
3 5/8"
METAL
STUDS @
16" O.C.
DECK
ABOVE
TOP
PLA
BASE
RUNNER
3" SOUND
ATTENUATION
INSULATION
5/8" GYPSUM
BOARD EACH
SIDE
3 5/8"
METAL
STUDS @
16" O.C.
DECK
ABOVE
RUNNER
5/8" GYPSUM
BOARD EACH
SIDE
3 5/8"
METAL
STUDS @
16" O.C.
EXTEND STUDS AND
GYPSUM TO 6" ABOVE
FINISH CEILING
RUNNER
5/8" GYPSUM
BOARD
METAL STUDS
@ 16" O.C., SEE
PLAN FOR SIZE
INDICATION
EXTEND STUDS AND
GYPSUM TO 6" ABOVE
FINISH CEILING U.N.O.
A1 - 1 5/8" STUD
A2 - 2 1/2" STUD
A2.i - 2 1/2" STUD W/ RIGID
INSULATION IN STUD SPACE
(GOES TO DECK UNO)
A3 - 3 5/8" STUD
B1 - 3 5/8" STUD
B1.i - 3 5/8" STUD WITH BATT
INSULATION IN STUD SPACE
B2 - 6" STUD
C1 - 3 5/8" STUD
C2 - 6" STUD
D1 - 3 5/8" STUD
D2 - WATER RESISTANT GWB
D3 - 1 HOUR FIRE RATED UL:U465
G1 - 8" CMU
G2 - 10" CMU
G3 - 12" CMU
VARIES VARIES VARIES VARIES
FINISH CEILING, REFER
TO CEILINGS PLANS
FINISH CEILING, REFER
TO CEILINGS PLANS
UL: U905
BRACE TOP WITH
SECONDARY LONG LEG
TRACK INSIDE PRIMARY
TRACK. CUTS STUDS 1"
SHORT OF THE TOP OF
THE TRACK
SET BOTTOM TRACK IN
CONTINUOUS BEAD OF
SEALANT
UNFACED MINERAL-
FIBER SOUND
ATTENUATION BLANKET
CONTINUOUS BEAD OF
SEALANT BETWEEN
DECK AND METAL STUD
WORK, BOTH SIDES
BRACE TOP WITH
SECONDARY LONG LEG
TRACK INSIDE PRIMARY
TRACK. CUTS STUDS 1"
SHORT OF THE TOP OF
THE TRACK
CONTINUOUS BEAD OF
SEALANT BETWEEN
DECK AND METAL STUD
WORK, BOTH SIDES
SET BOTTOM TRACK IN
CONTINUOUS BEAD OF
SEALANT
SET BOTTOM TRACK IN
CONTINUOUS BEAD OF
SEALANT
SET BOTTOM TRACK IN
CONTINUOUS BEAD OF
SEALANT
MASONRY PARTITION -
PROVIDE HORIZONTAL JOINT
REINFORCING. SEE
STRUCTURAL FOR
ADDITIONAL REINFORCMENT
REQUIREMENTS.
TYPE A2.i WALLS
(INSUL, STUDS, & GYP
BD) GO TO DECK
RIGID INSULATION IN STUD
SPACE FOR TYPE A2.i
DECK
ABOVE
CMU WALL
NOTE: WALL TYPES SHOWN ON THIS SHEET MAY NOT ALL BE USED ON THIS PROJECT. SEE FLOOR PLAN FOR WALL TYPES USED
DECK
ABOVE
BRACE TOP WITH STEEL
ANGLES ON EACH SIDE.
REFER TO STRUCTURAL
DETAILS FOR MOR
INFORMATION
VARIES
SEE G002 FOR MATERIAL
INDICATIONS
09-20-2022
SAT
GYM
OFFICE
CLIENT
CONSULTANT
CONSULTANTS
REGISTRATION
ISSUE/REVISION
SHEET NUMBER
SHEET TITLE
PROJECT NUMBER
L a s t
P lo tt e d
F ile n a m e
Printed on ___% Post-Consumer Recycled Content Paper
A R
C H
E x
P ro je c t M a n a g e m e n t In it ia ls
D e s ig n e r:
C h e c k e d
A p p ro v e d
PROJECT
©2017 AECOM Corporation
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WALL TYPE LEGEND
A001
LYBH112130
C h e c k e r
D e s ig n e r
A p p ro v e r
AECOM
HANGAR 107 SAT & GYM
RENOVATION
WEST VIRGINIA AIR
NATIONAL GUARD
http://www.aecom.com
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D
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11 10 9 8 7 6 5 4.3 4 3 2 1
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F.4
F
6.03
FITNESS
CENTER
OFFICE OFFICEOFFICEOFFICE
OFFICE
CLASSROOM
BREAK
AREA
OFFICE
CORRIDOR
CORRIDOR
OFFICE
AIR
TERMINAL
TERMINAL
ENTRY
EXISTING
LOBBY
EXISTING
COMM
EXISTING
ELECTRICAL
EXISTING
MECHANICAL
EXISTING
FIRE PUMP
CORRIDOR
EXISTING
RESTROOM
/ LOCKER
ROOM
EXISTING
VESTIBULE
EXISTING
OFFICE
EXISTING
COMPUTER
ROOM
EXISTING
FITNESS
ROOM
F.1
2.33.35.4
NO SCOPE
NO SCOPE
NO SCOPE
NO SCOPE
FUTURE COMM ROOM
B
116'
EXISTING FE TO BE REMOVED
DURING CONSTRUCTION AND
REINSTALLED UPON COMPLETION
FE
FE
79'
119' 87'
NO SCOPE
85'
106'
125'
CODE INFORMATION: INTERNATIONAL BUILDING CODE 2018
PROJECT DESCRIPTION
CONVERT HANGAR 107 FROM AN AIRPLANE HANGAR TO A SMALL AIR TERMINAL FOR AIR NATIONAL
GUARD DEPLOYMENTS. USE GROUP WILL BE CHANGED TO A SINGLE USE OF BUSINESS WITH
SOME ACCESSORY USE ASSEMBLY SPACES.
USE AND OCCUPANCY CLASSIFICATION - GROUP B (BUSINESS)
USE AND OCCUPANCY - NON SEPARATED - FULLY SPRINKLERED
CONSTRUCTION TYPE - IIB (NON COMBUSTIBLE SPRINKLERED)
AREA LIMITATIONS - GROUP B: 3 STORIES & 23,000 SF / FLOOR
ALLOWABLE AREA INCREASE FOR SPRINKLERED BUILDING = 69,000 SF
ACTUAL AREA = 40,500 SF
COMMON PATH OF TRAVEL - GROUP B - SPRINKLERED - 100 FEET MAX
TRAVEL DISTANCE TO EXIT - GROUP B - SPRINKLERED - 300 FEET MAX
GENERAL NOTES - OVERALL / LIFE SAFETY
LEGEND - LIFE SAFETY
B OCCUPANCY CLASSIFICATION
FIRE EXTINGUISHER, EXISTING TO REMAIN
TRAVEL DISTANCE AS NOTED IN FEET
XX
NEW FIRE EXTINGUISHER, OF/CI
09-20-2022
SAT
GYM
OFFICE
CLIENT
CONSULTANT
CONSULTANTS
REGISTRATION
ISSUE/REVISION
SHEET NUMBER
SHEET TITLE
PROJECT NUMBER
L a s t
P lo tt e d
F ile n a m e
Printed on ___% Post-Consumer Recycled Content Paper
A R
C H
E x
P ro je c t M a n a g e m e n t In it ia ls
D e s ig n e r:
C h e c k e d
A p p ro v e d
PROJECT
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OVERALL FLOOR & LIFE SAFETY
PLAN
A100
LYBH112130
C h e c k e r
D e s ig n e r
A p p ro v e r
AECOM
HANGAR 107 SAT & GYM
RENOVATION
WEST VIRGINIA AIR
NATIONAL GUARD
http://www.aecom.com
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P L A
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A301 Scale: 3/32" = 1'-0"
1 OVERALL FLOOR / LIFE SAFETY PLAN
F
18' - 0" 12' - 0" 20' - 0"
FITNESS
CENTER
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
CLASSROOM
BREAK
AREA
OFFICE
CORRIDOR
CORRIDOR
OFFICE
1048' - 8"
A301
12' - 6" 5' - 6" 12' - 8" 2' - 10" 39' - 2"
/8
4' - 4"
2' - 0"
7' - 4"
2' - 0"
61' - 0" 3' - 4" 3' - 3"
11 10 9 8 7 6 5 4.3 4 3 2 1
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B1
A2.i
6.03
G1
AIR
TERMINAL
TERMINAL
ENTRY
138A
G1
G1
G1
G1
112A
107 108 109
101B
101A
138A
102B
102A
113A
112B
EXISTING
LOBBY
EXISTING
COMM
EXISTING
ELECTRICAL
EXISTING
MECHANICAL
EXISTING
FIRE PUMP
CORRIDOR
EXISTING
RESTROOM
/ LOCKER
ROOM
EXISTING
VESTIBULE
137A
EXISTING
OFFICE
EXISTING
COMPUTER
ROOM
EXISTING
FITNESS
ROOM
W1 W1
W1
W1
W1
A2.i
A2.i
A2.i
A2.i
A2.i
F.1
2.33.35.4
G1
A2.i
A2.i
A2.i A2.i
G1
B1.iB1.i
A301
A301
B1
A301
A301
A1
A3
B1
B1B1B1 B1
B1
B1
113B
8' - 8"
R.O.
3' - 4" 4' - 0"
4' - 0"
R.O.
3' - 4" 8' - 8"
B1
A301
A401
A301
A401
G3
A401
A2.i
NO SCOPE
NO SCOPE
NO SCOPE
A601
101C
133 133
A2
5' - 0"
11' - 9" 18' - 7" 18' - 3 1/2" 18' - 3 1/2"
5' - 8 1/2"
R.O.
3' - 4" 4' - 0"
101D
A601
5' - 6"
138138
138138
138 138
138138
2' - 6"
NO SCOPE
133133
CL
2' - 10"
B1
B1
A2.i
A2 A2
A2
A2
A1
A1
A2 A2
A. FOR GRAPHIC SYMBOLS SEE SHEET G002
B. ALL DIMENSIONS MUST BE FIELD VERIFIED AND THE ARCHITECT
MUST BE NOTIFIED OF ANY DISCREPANCIES BEFORE
PROCEEDING WITH THE WORK. CONTACT THE ARCHITECT FOR
DETERMINING A REQUIRED DIMENSION THAT IS NOT INDICATED
ON THE DRAWINGS. DO NOT SCALE DRAWINGS.
C. ALL DIMENSIONS SHOWN ARE FROM FACE OF CMU, FACE OF
STUD OR TO CENTERLINE OF BUILDING GRID, UNO
D. DOOR OPENINGS SHALL BE 4" FROM A PERPENDICULAR
PARTITION TO OUTSIDE FACE OF FRAME, UNO. SEE DOOR
SCHEDULE FOR ADDITIONAL INFORMATION.
GENERAL NOTES - FLOOR
E. ALL GYPSUM BOARD SHALL BE 5/8" THICK, UNO.ALL GYPSUM
BOARD SHALL BE 5/8" THICK, UNO.
F. CONTRACTOR SHALL PROVIDE ALL FIRE-TREATED WOOD
BLOCKING AS REQUIRED TO SUPPORT WALL MOUNTED
ACCESSORIES INCLUDING BUT NOT LIMITED TO TOILET ROOM
ACCESSORIES, DOOR STOPS, CABINETS, AND SHELVING.
G. EXCEPT AS NOTED OTHERWISE, SEAL AROUND
PENETRATIONS ABOVE AND BELOW THE CEILINGS OF ALL
FULL-HEIGHT PARTITIONS. SEE JOINT SEALANT SECTION OF
SPECIFICATIONS.
H. FURNITURE SHOWN DASHED IS BY OWNER UNLESS NOTED
OTHERWISE.
INDICATEDS LOCATION OF NEW TOPPING SLAB IN
OFFICE AREAS TO BRING FLOORING UP TO ADJACENT
OFFICE FINISH FLOOR. RAMPS MUST BE PROVIDED TO
GET FROM SLOPING HANGAR FLOOR UP TO NEW
OFFICE FLOOR ELEVATION.
LEGEND - FLOOR
INDICATEDS LOCATION OF WHERE EXISTING CONCRETE
FLOOR IS TO BE INFILLED WHERE REMOVED. SEE
STRUCTURAL DETAILS FOR CONCRETE INFILL.
NO SCOPE
09-20-2022
SAT
GYM
OFFICE
CLIENT
CONSULTANT
CONSULTANTS
REGISTRATION
ISSUE/REVISION
SHEET NUMBER
SHEET TITLE
PROJECT NUMBER
L a s t
P lo tt e d
F ile n a m e
Printed on ___% Post-Consumer Recycled Content Paper
A R
C H
E x
P ro je c t M a n a g e m e n t In it ia ls
D e s ig n e r:
C h e c k e d
A p p ro v e d
PROJECT
©2017 AECOM Corporation
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FLOOR PLAN
A101
LYBH112130
C h e c k e r
D e s ig n e r
A p p ro v e r
AECOM
HANGAR 107 SAT & GYM
RENOVATION
WEST VIRGINIA AIR
NATIONAL GUARD
http://www.aecom.com
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H
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A301 Scale: 1/8" = 1'-0"
1 FLOOR PLAN
KEYNOTES - FLOOR PLAN
142 DOOR HAS SIMILAR HEAD, JAMB, AND SILL DETAILS AS DOORS
A101A, A101B, A101D. SEE DOOR DETAILS.
143 EXISTING WALK OFF MAT TO REMAIN, CUT ATHLETIC
FLOORING AROUND MAT
144 POWER AND DATA PROVIDED ON THIS WALL FOR FUTURE TV,
SEE ELECTRICAL
KEYNOTES - FLOOR PLAN
135 LINE OF RAISED ATHLETIC FLOORING TO ALLOW FOR DOOR
SWING
136 APPROX LOCATION OF TEMPORARY SEATING AREA DURING
DEPLOYMENTS
137 CMU, INSULATION, GYP BOARD TO TERMINATE AT BEAM OR
DECK ABOVE, INCLUDING ANGLED PORTION OF BEAM
138 WALL MOUNTED TV, OFCI. MOUNT 60" ABOVE FLOOR TO
CENTER OF TV, TYP. IN ALL OFFICES, MOUNT CENTERED
BETWEEN OPEN DOOR AND OPPOSITE WALL. PROVIDE
BLOCKING AND MOUNTING BRACKETS. COORDINATE WITH
POWER AND DATA OUTLETS.
139 EXISTING WINDOWS ALONG THIS WALL HAVE SIMILAR JAMB
AND SILL DETAILS AS WINDOW TYPE "W1", TYP.
KEYNOTES - FLOOR PLAN
122 ENTIRE EXISTING HANGAR FLOOR TO RECIEVE EPOXY FLOOR
COATING, TYP
123 VENDING MACHINES, OFOI
125 NEW LEVEL TOPPING SLAB AT OFFICE AREA ENTRANCES.
PROVIDE CONCRETE SLOPED RAMP WITH SMOOTH
TRANSITION FROM SLOPING HANGAR FLOOR FLAT TOPPING
SLAB. 5' X 5' MINIMUM FLAT AREA AT DOOR, TYPICAL AT DOOR
111, 112A, AND ENTRANCE FROM DRYING TOWER.
126 THIS DOOR TO HAVE 180 DEGREE SWING
128 EXISTING HANGAR FLOOR SLOPE OF 3" FROM PERIMETER OF
HANGAR, FIELD VERIFY
129 ENCLOSE EXISTING GEOTHERMAL PIPING AND PROVIDE
ACCESS DOOR, VERIFY SIZE OF PIPING INFIELD
133 ALIGN WALL WITH CORNER OF EXISTING COLUMN
KEYNOTES - FLOOR PLAN
101 RELOCATED MEZZANINE ACCESS SHIP'S LADDER
102 RELOCATED 30X18 MEZZANINE, OFCI
103 RELOCATED 30X20 MEZZANINE, OFCI
105 X-RAY MACHINE, OFCI
106 METAL DETECTOR, OFCI
107 CHECK IN DESK AND SCALE, OFCI. SCALE RECESSED INTO
FLOOR.
108 5' TABLES, OFOI
110 FUTURE COMM / IT SPACE, SHOWN FOR REFERENCE. THIS
AREA OF EXISTING HANGAR STILL GETS FLOOR COATING
TREATMENT AS PART OF THIS PROJECT
112 CASEWORK AND SINK. SEE PLUMBING
121 PARACHUTE WINCH, PROVIDE GROUTING IN CMU TO ANCHOR
WINCH. COORDINATE EXACT LOCATION WITH CONTRACTING
OFFICER
A301
11 10 9 8 7 6 5 4.3 4 3 2 1
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H.2
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G.2
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F.4
F
103102
6.03
18' - 10" 0' - 10"
EXISTING EXTERIOR ROOF
EXISTING EXTERIOR ROOF
F.1
2.33.35.4
A301
A301
A301
A301
EXISTING INTERIOR ROOF
EXISTING INTERIOR ROOF
A301
A401
A401
127127127
EXISTING HANGAR BELOW
A401
A401
A401
81' - 4"
A. FOR GRAPHIC SYMBOLS SEE SHEET G002
B. ALL DIMENSIONS MUST BE FIELD VERIFIED AND THE ARCHITECT
MUST BE NOTIFIED OF ANY DISCREPANCIES BEFORE
PROCEEDING WITH THE WORK. CONTACT THE ARCHITECT FOR
DETERMINING A REQUIRED DIMENSION THAT IS NOT INDICATED
ON THE DRAWINGS. DO NOT SCALE DRAWINGS.
C. ALL DIMENSIONS SHOWN ARE FROM FACE OF CMU, FACE OF
STUD OR TO CENTERLINE OF BUILDING GRID, UNO
D. DOOR OPENINGS SHALL BE 4" FROM A PERPENDICULAR
PARTITION TO OUTSIDE FACE OF FRAME, UNO. SEE DOOR
SCHEDULE FOR ADDITIONAL INFORMATION.
GENERAL NOTES - FLOOR
E. ALL GYPSUM BOARD SHALL BE 5/8" THICK, UNO.ALL GYPSUM
BOARD SHALL BE 5/8" THICK, UNO.
F. CONTRACTOR SHALL PROVIDE ALL FIRE-TREATED WOOD
BLOCKING AS REQUIRED TO SUPPORT WALL MOUNTED
ACCESSORIES INCLUDING BUT NOT LIMITED TO TOILET ROOM
ACCESSORIES, DOOR STOPS, CABINETS, AND SHELVING.
G. EXCEPT AS NOTED OTHERWISE, SEAL AROUND
PENETRATIONS ABOVE AND BELOW THE CEILINGS OF ALL
FULL-HEIGHT PARTITIONS. SEE JOINT SEALANT SECTION OF
SPECIFICATIONS.
H. FURNITURE SHOWN DASHED IS BY OWNER UNLESS NOTED
OTHERWISE.
INDICATEDS LOCATION OF AREA OF NEW
ROOFING AND INSULATION WHERE REMOVED
TO INSTALL MECHANICAL UNIT PLATFORM
STRUCTURE.
LEGEND - MEZZANINE
09-20-2022
SAT
GYM
OFFICE
CLIENT
CONSULTANT
CONSULTANTS
REGISTRATION
ISSUE/REVISION
SHEET NUMBER
SHEET TITLE
PROJECT NUMBER
L a s t
P lo tt e d
F ile n a m e
Printed on ___% Post-Consumer Recycled Content Paper
A R
C H
E x
P ro je c t M a n a g e m e n t In it ia ls
D e s ig n e r:
C h e c k e d
A p p ro v e d
PROJECT
©2017 AECOM Corporation
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MEZZANINE & ROOF PLAN
A102
LYBH112130
C h e c k e r
D e s ig n e r
A p p ro v e r
AECOM
HANGAR 107 SAT & GYM
RENOVATION
WEST VIRGINIA AIR
NATIONAL GUARD
http://www.aecom.com
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P L A
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A301 Scale: 1/8" = 1'-0"
1 MEZZANINE PLAN
KEYNOTES - FLOOR PLAN
120 SBS ROOFING OVER 5/8" COVER BOARD OVER 7" RIGID
INSULATION OVER CONCRETE CAP. EXTEND ROOFING,
FLASH AND SEAL TO METAL PANELS
127 EXISTING GLYCOL PIPING HERE TO REMAIN. PROVIDE
OPENING IN METAL DECK AS NEEDED. FIELD VERIFY
EXACT LOCATIONS
132 PATCH AND REPAIR ROOF SYSTEM AND INSULATION.
PROVIDE BOOT AND SEAL TO POSTS. TYPICAL AT ALL
NEW PLATFORM POSTS.
140 CONCRETE CURB, SEE STRUCTURAL. HANDRAIL /
GUARD MOUNTED TO TOP OF CURB
141 NEW GAS LINE TO RTU, FLASHING AND SEAL AROUND
PENETRATION
KEYNOTES - FLOOR PLAN
115 COLD FORMED FRAMING, SEE STRUCTURAL. GYP
BOARD CEILING ATTACHED TO UNDERSIDE OF C.F.M.F.
PROVIDE 12" R-30 BATT INSULATION OVER GYP BOARD
AND STRUCTURE
116 NEW ROOF TOP MECHANICAL UNIT SITS ON NEW STEEL
FRAMED STRUCTURE. PROVIDE NEW CURB AT DUCT
PENETRATION INTO BUILDING
119 NEW SUPPORT STRUCTURE FOR ROOF TOP
MECHANICAL UNITS, REFER TO STRUCTURAL. PROVIDE
ROOFING BOOT AROUND POSTS AND SEAL TO
SURROUNDING ROOF
KEYNOTES - FLOOR PLAN
102 RELOCATED 30X18 MEZZANINE, OFCI
103 RELOCATED 30X20 MEZZANINE, OFCI
104 1 1/2" DIA PAINTED GALV STEEL HANDRAIL AT
PERIMETER OF CONCRETE MEZZANINE TO MATCH
EXISTING. SURFACE MOUNT WITH BOLTED BRACKET.
PROVIDE KICK PLATE FOR RAILING AT EDGE OF ROOF
111 INFILL SPACE BETWEEN TOWER AND WALL WITH METAL
STUDS, SHEATHING AND ROOFING. FLASH AND SEAL
ROOFING ON VERTICAL WALL TO EXISTING METAL
PANELS ON EACH SIDE
113 4" CONCRETE OVER 1 1/2" METAL DECKING OVER STEEL
FRAMING, SEE STRUCTURAL
114 R-30 BATT INSULATION OVER 1 1/2" METAL DECKING
OVER STEEL FRAMING, SEE STRUCTURAL
OS OS
OS
OS
OS
OS
OS
OS
OS
SL
SL
OS
OS
OS OS OS OS OS9' - 0"
ACT1
9' - 0"
ACT1
9' - 0"
ACT1
9' - 0"
ACT1
9' - 0"
ACT1
9' - 0"
ACT1
9' - 0"
ACT1
CLASSROOM
CORRIDOR
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
BREAK
AREA
AIR
TERMINAL
EXISTING
RESTROOM
/ LOCKER
ROOM
FITNESS
CENTER
CORRIDOR
11' - 3"
GPC
9' - 0"
ACT1
TERMINAL
ENTRY
138A
CORRIDOR
9' - 0"
ACT1
A301
A301
A301
A401
A401
306306306
7' - 2"
GPC
NO SCOPE
NO SCOPE
NO SCOPE
10' - 2"
GPC
A401
9' - 0"
ACT1
9' - 0"
ACT1
8' - 6"
ACT1
8' - 6"
ACT1
A401
7' - 2"
GPC
313313
LEGEND - REFLECTED CEILING
2x4 LED LIGHT FIXTURE2'x4' LAY-IN
ACOUSTICAL
CEILING TILE
GYPSUM BOARD
CEILING OR SOFFIT
SUPPLY AIR DIFFUSER
RETURN AIR DIFFUSER
EXIT SIGN
OCCUPANCY SENSOROS
RECESSED CAN LIGHT
2x2 LED LIGHT FIXTURE
2'x2' LAY-IN
ACOUSTICAL
CEILING TILE
A. COORDINATE WITH STRUCTURAL, PLUMBING, MECHANICAL, AND
ELECTRICAL FOR ALL ITEMS PROVIDED BY THOSE DISCIPLINES.
B. ALL DIMENSIONS ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED.
C. ALL DIMENSIONS TO LIGHT LOCATIONS ARE TO CENTERLINE OF
FIXTURE.
D. ALL CEILING LIGHTS AND GRIDS ARE TO BE CENTERED IN ROOM
UNLESS OTHERWISE NOTED.
E. TYPICAL SOFFIT TO BE 4" BELOW ACT CEILING, UNLESS NOTED
OTHERWISE, SEE DETAIL
F. REFER TO MECHANICAL DRAWINGS FOR TYPES OF SUPPLY DIFFUSERS
AND RETURN GRILLES.
G. REFER TO ELECTRICAL DRAWINGS FOR TYPES OF CEILING MOUNTED
LIGHTS AND DEVICES.
GENERAL NOTES - REFLECTED CEILING
H. SEE FIRE ALARM, FIRE PROTECTION & SYSTEMS DRAWINGS FOR
SPRINKLER HEADS, SMOKE DETECTORS, SPEAKERS, SENSORS AND
OTHER MISCELLANEOUS DEVICES.
I. CEILING DEVICES TO BE LOCATED AS INDICATED ON THIS SHEET, NOTIFY
A/E OF ANY DISCREPANCIES OR RELATED QUESTIONS.
09-20-2022
SAT
GYM
OFFICE
CLIENT
CONSULTANT
CONSULTANTS
REGISTRATION
ISSUE/REVISION
SHEET NUMBER
SHEET TITLE
PROJECT NUMBER
L a s t
P lo tt e d
F ile n a m e
Printed on ___% Post-Consumer Recycled Content Paper
A R
C H
E x
P ro je c t M a n a g e m e n t In it ia ls
D e s ig n e r:
C h e c k e d
A p p ro v e d
PROJECT
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W
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A
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REFLECTED CEILING PLAN
A201
LYBH112130
C h e c k e r
D e s ig n e r
A p p ro v e r
AECOM
HANGAR 107 SAT & GYM
RENOVATION
WEST VIRGINIA AIR
NATIONAL GUARD
http://www.aecom.com
-A
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H
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-R
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L E
C T
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C E
IL
IN
G P
L A
N
A301 Scale: 1/8" = 1'-0"
1 REFLECTED CEILING PLAN
KEYNOTES - REFLECTED CEILING PLANS
311 CEILING MOUNTED PROJECTION SCREEN, OFCI.
PROVIDE BLOCKING
312 EXISTING HANGAR LOW BAY ROOF ABOVE
313 MEZZANINE ABOVE
314 CONTRACTOR TO PROVIDE MOUNTING UNISTRUT FOR
THIS LIGHT
315 DUCT ABOVE, COORDINATE WITH MECHANICAL
316 NEW STEEL FOR DUCT OPENING, SEE STRUCTURAL
317 APPROX AREA OF REPLACED CEILING THAT WAS
REMOVED FOR GAS LINE INSTALLATION
318 SIDE WALL DIFFUSER, COORDINATE DUCT AND
DIFFUSER WITH EXISTING BEAM
KEYNOTES - REFLECTED CEILING PLANS
301 NO CEILING IN THIS SPACE
302 EXISTING HANGAR HIGH BAY ROOF ABOVE
306 FIELD VERIFY CLEARANCE OF GLYCOL PIPING AND NEW
CEILING ALONG THIS WALL
307 NEW ROW OF ACT CEILING IN PLACE OF REMOVED
CURVED SOFFIT AND FIRST ROW OF ACT. MATCH WITH
EXISTING GRID AND TILES
308 GYP BOARD SOFFIT BOX OUT AROUND EXISTING BEAM
309 PROVIDE 6" EXTRUDED ALUM TRANSITION TRIM PIECE
BETWEEN CEILINGS
310 CEILING MOUNTED PROJECTOR, OFCI. PROVIDE POWER
AND DATA AND MOUNTE PLATE, CFCI
FIRST FLOOR
EL 0' - 0"
MEZZANINE
EL 11' - 10 1/2"
A301
6 5 4.3 4 36.03 2.33.35.4
W1 W1
CMU, PAINT
1 1/2" DIA PAINTED GALV STEEL
HANDRAIL AT PERIMETER OF
CONCRETE MEZZANINE TO MATCH
EXISTING. SURFACE MOUNT WITH
BOLTED BRACKET. PROVIDE KICK
PLATE FOR RAILING AT EDGE OF
ROOF
VENDING MACHINES, BY OWNER SCHEDULED DOOR, SEE DOOR
SCHEDULE
INSULATED 2' W X 4' H WINDOW
acm_Site Setup
EL 0' - 0"
FIRST FLOOR
EL 0' - 0"
MEZZANINE
EL 11' - 10 1/2"
H.2HG.2GF.4F F.1
A301
W1W1W1
112A
1 1/2" DIA PAINTED GALV STEEL
HANDRAIL AT PERIMETER OF
CONCRETE MEZZANINE TO MATCH
EXISTING. SURFACE MOUNT WITH
BOLTED BRACKET. PROVIDE KICK
PLATE FOR RAILING AT EDGE OF
ROOF
RELOCATED MEZZANINE ACCESS
SHIP'S LADDER
CMU, PAINT
INSULATED 2' W X 4' H WINDOW
SCHEDULED DOOR, SEE DOOR
SCHEDULE
acm_Site Setup
EL 0' - 0"
FIRST FLOOR
EL 0' - 0"
MEZZANINE
EL 11' - 10 1/2"
H.2
CMU WALL, SEE STRUCTURAL
INSULATED STOREFRONT SYSTEM
12" BATT INSULATION OVER
METAL DECK OVER STRUCTURAL
STEEL FRAMING, SEE
STRUCTURAL
5/8" GYPSUM BOARD OVER 2 1/2"
MTL STUD FURRING W/ RIGID
INSULATION. EXTEND TO ROOF
DECK ABOVE, TYP
SCHEDULED CEILING, SEE
CEILING PLAN
CONCRETE FOUNDATION, REFER
TO STRUCTURAL DWGS
A401
INFILL CONCRETE WHERE
REMOVED, SEE STRUCTURAL FOR
MORE INFORMATION ON
CONCRETE INFILL
/2
"CONCRETE TOPPING SLAB,
THICKNESS VARIES WITH
SLOPING HANGAR FLOOR. TOP OF
SLAB TO MATCH ELEVATION OF
ADJACENT OFFICE SPACE
EXISTING HANGAR FLOOR, TOP
OF SLAB ELEVATION VARIES,
VERIFY IN FIELD
A601
WINDOW SILL
acm_Site Setup
EL 0' - 0"
FIRST FLOOR
EL 0' - 0"
MEZZANINE
EL 11' - 10 1/2"
SBS ROOFING OVER 5/8" COVER
BOARD OVER 7" RIGID INSULATION
OVER CONCRETE CAP. EXTEND
ROOFING, FLASH AND SEAL TO
METAL PANELS
A401
M .O
METAL FRAMED GYP BOARD WALL
TO GO TO EXISTING CONCRETE
BEAM
NEW STEEL LINTEL, SEE
STRUCTURAL
GYP BOARD WALL BEYOND
NEW STEEL LINTEL, SEE
STRUCTURAL
SCHEDULED CEILING, SEE
CEILING PLAN
SCHEDULED CEILING, SEE
CEILING PLAN
EXISTING DRYING TOWER CMU
WALL
EXISTING EXTERIOR ROOF
NEW REINFORCED CONCRETE
BEAM, DOWELED INTO TOP OF
EXISTING CMU WALL, SEE
STRUCTURAL
CMU, SEE STRUCTURAL
SCHEDULED DOOR, SEE DOOR
SCHEDULE
5/8" GYPSUM BOARD OVER 2 1/2"
MTL STUD FURRING W/ RIGID
INSULATION. EXTEND TO ROOF
DECK ABOVE, TYP
EXISTING CONCRETE BEAM
EXISTING EXTERIOR METAL
PANEL WALL AND STRUCTURE
NEW SLAB ON GRADEOVER
VAPOR BARRIER OVER GRAVEL IN
DRYING TOWER TO MATCH
ELEVATION OF OFFICE SPACE
FLOOR, SEE STRUCTURAL FOR
MORE INFORMATION.
EXISTING DRYING TOWER CMU
WALL
CONCRETE TOPPING SLAB,
THICKNESS VARIES WITH
SLOPING HANGAR FLOOR. TOP OF
SLAB TO MATCH ELEVATION OF
ADJACENT OFFICE SPACE
S1 A601
EXISTING FOOTINGS
GYP BOARD WALL BEYOND
acm_Site Setup
EL 0' - 0"
FIRST FLOOR
EL 0' - 0"
MEZZANINE
EL 11' - 10 1/2"
66.03
1 1/2" DIA PAINTED GALVANIZED
STEEL GUARD RAIL AROUND
PERIMETER OF MEZZANINE TO
MATCH EXISTING
4" CONCRETE OVER METAL DECK
OVER STRUCTURAL STEEL
FRAMING, SEE STRUCTURAL
A401
EXISTING HANGAR FLOOR, TOP
OF SLAB ELEVATION VARIES,
VERIFY IN FIELD
INFILL CONCRETE WHERE
REMOVED, SEE STRUCTURAL FOR
MORE INFORMATION ON
CONCRETE INFILL
CONCRETE FOUNDATION, REFER
TO STRUCTURAL DWGS
CONCRETE TOPPING SLAB,
THICKNESS VARIES WITH
SLOPING HANGAR FLOOR. TOP OF
SLAB TO MATCH ELEVATION OF
ADJACENT OFFICE SPACE
CMU WALL, SEE STRUCTURAL
5/8" GYPSUM BOARD OVER 2 1/2"
MTL STUD FURRING W/ RIGID
INSULATION. EXTEND TO ROOF
DECK ABOVE, TYP
SCHEDULED CEILING, SEE
CEILING PLAN
acm_Site Setup
EL 0' - 0"
FIRST FLOOR
EL 0' - 0"
MEZZANINE
EL 11' - 10 1/2"
J CL H
A301
APPROXIMATE AREA OF
DEMOLISHED DRYING TOWER.
EXTERIOR WALL BEHIND DRYING
TOWER IS METAL PANELS, CLEAN
AND PAINT AND/OR REPAIR AS
NEEDED TO MATCH ADJACENT
PANELS. VERIFY CONDITION OF
PANELS IN FIELD.
NEW DRYING TOWER ROOF
138A acm_Site Setup
EL 0' - 0"
NEW ROOF ACCESS LADDER WITH
FALL ARREST SYSTEM.
AD102
A301
C L E
A R
/2
G3
A2.i
A2.i
A2.i
A2.i
A2.i
138A
A2.i
A2.i
A2.i
A2.i A2.i
2' - 4"
R.O.
3' - 4"
LOCATE WALL OVER
TRANSITION OF EXISTING
FLOORING MATERIAL
INFILL CMU WHERE DOOR
REMOVED AND FINISH WITH
GYP BOARD TO MATCH
ADJACENT EXISTING WALL
PROVIDE TRASITION STRIP
FROM EXISTING CERAMIC TILE
FLOOR TO NEW CONCRETE
TOPPING SLAB FLOOR
EXISTING CMU
DRYING TOWER
09-20-2022
SAT
GYM
OFFICE
CLIENT
CONSULTANT
CONSULTANTS
REGISTRATION
ISSUE/REVISION
SHEET NUMBER
SHEET TITLE
PROJECT NUMBER
L a s t
P lo tt e d
F ile n a m e
Printed on ___% Post-Consumer Recycled Content Paper
A R
C H
E x
P ro je c t M a n a g e m e n t In it ia ls
D e s ig n e r:
C h e c k e d
A p p ro v e d
PROJECT
©2017 AECOM Corporation
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ENLARGED PLANS, ELEVATIONS, &
SECTIONS
A301
LYBH112130
C h e c k e r
D e s ig n e r
A p p ro v e r
AECOM
HANGAR 107 SAT & GYM
RENOVATION
WEST VIRGINIA AIR
NATIONAL GUARD
http://www.aecom.com
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H
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P L A
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S E
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S
A101 Scale: 1/8" = 1'-0"
1 ELEVATION A
A101 Scale: 1/8" = 1'-0"
2 ELEVATION B
A101 Scale: 1/2" = 1'-0"
4 WALL SECTION
A101 Scale: 1/2" = 1'-0"
3 SECTION - DRYING TOWER
A101 Scale: 1/2" = 1'-0"
5 WALL SECTION
A101 Scale: 1/4" = 1'-0"
6 ELEVATION - DRYING TOWER
A101 Scale: 1/4" = 1'-0"
7 ENLARGED PLAN - DRYING TOWER
G.2
3.3
CMU OR CONC PIER, SEE
STRUCTURAL
A3
A1
3 5/8" METAL STUDS
A1
A1 CMU WALL, SEE STRUCTURAL
SHIM SPACE AS NEEDED
/4
5/8" GYPSUM BOARD
1 5/8" COLD FORMED METAL STUD
FRAMING, 16" OC MAX
5/8" GYPSUM BOARD
9 1/2" 9 1/2"
/4
/8
P
EXISTING CONCRETE COLUMN /
PIER
A2.iA2.i
ALIGN CMU FACE WITH
EXSITING COLUMN FACE, TYP.
MEZZANINE
EL 11' - 10 1/2"
F F.1
1" EXPANSION JOINT BETWEEN
NEW AND EXISTING.
4" CONCRETE OVER METAL DECK
OVER STRUCTURAL STEEL
FRAMING, SEE STRUCTURAL
STRUCTURAL STEEL FRAMING,
SEE STRUCTURAL
EXISTING CMU WALL
EXISTING ROOF
STEEL ANGLE, SEE STRUCTURAL
MEZZANINE
EL 11' - 10 1/2"
P
12" BATT INSULATION BETWEEN
AND OVER LIGHT GAUGE
FRAMING, SEE STRUCTURAL
GYP BOARD CEILING ATTACHED
TO 7/8" HAT CHANNELS OVER
CFMF STRUCTURE, SEE
STRUCTURAL
A401
Sim
GYP BOARD SOFFIT BOX OUT
AROUND EXISTING BEAM BEYOND
PROVIDE CLIP ANGLES AT TOP OF
FURRED OUT WALL AT EVERY 48",
TYP.
BOND BEAM, SEE STRUCTURAL
EXISTING WALL, SEE PLAN
MEZZANINE
EL 11' - 10 1/2"
H.2
12" BATT INSULATION OVER
METAL DECK OVER STRUCTURAL
STEEL FRAMING, SEE
STRUCTURAL
BOND BEAM, SEE STRUCTURAL
STEEL ANGLE, SEE STRUCTURAL
STRUCTURAL STEEL FRAMING,
SEE STRUCTURAL
CMU WALL, SEE STRUCTURAL
MEZZANINE
EL 11' - 10 1/2"
66.03
1 1/2" DIA PAINTED GALV STEEL
HANDRAIL AT PERIMETER OF
CONCRETE MEZZANINE TO MATCH
EXISTING. SURFACE MOUNT WITH
BOLTED BRACKET. PROVIDE KICK
PLATE FOR RAILING AT EDGE OF
ROOF
CONCRETE OF METAL DECK, SEE
STRUCTURAL
CMU WALL, SEE STRUCTURAL
STEEL ANGLE, SEE STRUCTURAL
BOND BEAM, SEE STRUCTURAL
A2.i
CONT METAL SNAP ON FASCIA
AND CLEAT
SBS ROOFING OVER 5/8" COVER
BOARD OVER 7" RIGID INSULATION
OVER PRECAST CONCRETE
TREATED WOOD BLOCKING AS
REQUIRED
EXISTING DRYING TOWER CMU
WALL
FLUID APPLIED RESINOUS
FLASHING SYSTEM
ELASTOMERIC ROOF SEALANT
EXISTING EXTERIOR ROOF
NEW REINFORCED CONCRETE
BEAM, DOWELED INTO TOP OF
EXISTING CMU WALL, SEE
STRUCTURAL
NEW EXTERIOR METAL PANEL
WALL OVER EXISTING
STRUCTURE
STEEL ANGLE AT TOP OF CMU
ANCHORED INTO EXISTING BEAM,
SEE STRUCTURAL
CONTINUE ROOFING UP FACE OF
WALL, TYP ALL SIDES OF TOWER
EXISTING ZEE GIRTS
EXISTING STEEL COLUMN
BEYOND
FLUID APPLIED RESINOUS
FLASHING SYSTEM
ELASTOMERIC ROOF SEALANT
PRECAST CONCRETE PLANKS TO
EXTEND TO FACE OF METAL
PANELS, SEE STRUCTURAL
H.2
3.3
10 3/4"
/4
/8
G1
A2 A2.i
EQ EQ
2 1/2" METAL STUDS
STRUCTURAL STEEL COLUMN,
SEE STRUCTURAL
2" RIGID INSULATION
CMU, SEE STRUCTURAL
5/8" GYPSUM BOARD
MEZZANINE
EL 11' - 10 1/2"
NEW SUPPORT STRUCTURE FOR
ROOF TOP MECHANICAL UNITS,
REFER TO STRUCTURAL. PROVIDE
ROOFING BOOT AROUND POSTS
AND SEAL TO SURROUNDING
ROOF
EXISTING CONCRETE BEAM
EXISTING EXTERIOR ROOF
REROOFING OVER LOCATIONS
WHERE ROOFING WAS REMOVED
FOR ROOF TOP STRUCTURES.
PROVIDE INSULATION THE SAME
THICKNESS AS EXISTING. SEAL TO
EXISTING ROOFING ON ALL SIDES
MEZZANINE
EL 11' - 10 1/2"
/2
METAL STUD FRAMING AT 16" O.C.
HORIZONTAL AND VERTICAL,
BRACE TO STRUCTURE ABOVE.
BATT INSULATION ON TOP OF
CEILING
LIGHT GAUGE JOISTS ALIGN WITH
TOP OF EXISTING STRUCTURE,
SEE STRUCTURAL
INFILL BATT INSULATION IN STUD
SPACE
EXISTING STRUCTURAL STEEL
FRAMING
12" BATT INSULATION OVER
METAL DECK OVER STRUCTURAL
STEEL FRAMING, SEE
STRUCTURAL
S E
E R
C P
S E
E R
C P
5/8" GYPSUM BOARD
S E
E R
C P
S E
E R
C P
SCHEDULED CEILING, SEE
CEILING PLAN
PROVIDE 6" EXTRUDED ALUM
TRANSITION TRIM PIECE
BETWEEN CEILINGS
SCHEDULED CEILING, SEE
CEILING PLAN
EXISTING METAL PANELS WALL
PROVIDE FLASHING AND SEALANT
ON TOP OF DUCT
PROVIDE 2" X 2" X 1/8" ANGLE
AROUND OPENING
INSULATED DUCT, COORDINATE
WITH MECHANICAL
09-20-2022
SAT
GYM
OFFICE
CLIENT
CONSULTANT
CONSULTANTS
REGISTRATION
ISSUE/REVISION
SHEET NUMBER
SHEET TITLE
PROJECT NUMBER
L a s t
P lo tt e d
F ile n a m e
Printed on ___% Post-Consumer Recycled Content Paper
A R
C H
E x
P ro je c t M a n a g e m e n t In it ia ls
D e s ig n e r:
C h e c k e d
A p p ro v e d
PROJECT
©2017 AECOM Corporation
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ARCHITECTURAL DETAILS
A401
LYBH112130
C h e c k e r
D e s ig n e r
A p p ro v e r
AECOM
HANGAR 107 SAT & GYM
RENOVATION
WEST VIRGINIA AIR
NATIONAL GUARD
http://www.aecom.com
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H
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IL
S
A101 Scale: 1 1/2" = 1'-0"
2 DETAIL PLAN
A101 Scale: 1 1/2" = 1'-0"
3 DETAIL PLAN
A102 Scale: 1 1/2" = 1'-0"
7 DETAIL SECTION
A102 Scale: 1 1/2" = 1'-0"
6 DETAIL SECTION
A301 Scale: 1 1/2" = 1'-0"
4 DETAIL SECTION
A301 Scale: 1 1/2" = 1'-0"
8 DETAIL SECTION
A301 Scale: 1 1/2" = 1'-0"
5 DETAIL SECTION
A101 Scale: 1 1/2" = 1'-0"
1 DETAIL PLAN
A102 Scale: 1 1/2" = 1'-0"
9 DETAIL SECTION
A102 Scale: 1 1/2" = 1'-0"
10 DETAIL SECTION
A201 Scale: 1 1/2" = 1'-0"
12 DETAIL SECTION
A102 Scale: 1 1/2" = 1'-0"
11 DETAIL SECTION
F
DOOR & WINDOW TYPES
F NL
GL
GL =
GLASS
1/4"= 1'-0"
SEE DOOR SCHEDULE FOR DOOR
DIMENSIONS
GL
HG
GL
FG
FRAME TYPES
1 2
1/4"= 1'-0"
SEE DOOR SCHEDULE FOR DOOR
DIMENSIONS
3 W1
2"
SEE SCHED
2"
S E
E S
C H
E D
S E
E S
C H
E D
2"
SEE SCHED
2"
S E
E S
C H
E D
2"
SEE SCHED 2"
A60
A60
INTERIOR MATERIALS AND FINISH
TA DESCRIPTIO
ACT-1 ACOUSTIC CEILING
CP CARPE
FT FLOOR TILE - CERAMIC
GYP GYPSUM BOARD
PT PAINT
EP
WB
EPOXY FLOORING
WALL BASE
RAF RUBBER ATHLETIC FLOOR
EX EXISTING, NO WORK
NA NOT APPLICABLE
GP GYPSUM BOARD
A601
FLOOR TRANSITION STRIPALIGN
CEREMIC FLOOR TILE
2' - 1"
10' - 0"
" ICE MAKER, OFCI
CASEWORK AND SINK. SEE
PLUMBING
REFRIGERATOR, OFCI
B1
A2 A2.i
B1
A2
/2
SDC2430 SD3030 SD4230 SD2430
DD2432SB4232DD3032BC2432
ICE MAKER, OFCI
2'-10" MAX TO
TOP OF SINK
SD3630 SC2430
DD3232 BC2432
REFRIGERATOR, OFCI
/2
CA B
BOTTOM OF
CABINET
FACE OF
CASEWORK
DOOR
PLAM FINISH,
TYP
WALL
CASEWORK
DOOR
FACE OF DOOR
PLAM SCRIBE
TYPICAL CASEWORK
1/2" MIN
FINISH FACE
OF WALL 1" TYP
A. WALL CABINETS (14" DEEP
B. BASE CABINETS (24" DEEP
DD1836
SD1830
TYPE DESIGNATION
SB - SINK BASE
DD - DOOR / DRAWER BASE
DB - DRAWER BASE
BC - BASE CORNER
DD1836
TYPE DESIGNATION
SD - SOLID DOOR FRONT / ADJ SHELVING
SDC - SOLID DOOR FRONT / ADJ SHELVING (CORNER)
TYPE
DESIGNATION
SD1830
18 INCHES WIDE
30 INCHES HIGH
CABINET TYPE
TYPE
DESIGNATION 18 INCHES WIDE
36 INCHES HIGH
1. ENDS OF COUNTERTOPS TO OVERHANG CABINET BASES 3/4" TYPICAL.
2. ALL DOORS AND DRAWERS TO HAVE PULLS.
3. ALL COUNTERTOPS ARE 2' - 1" DEEP UNLESS NOTED OTHERWISE.
4. SEE PLUMBING PLANS FOR SINKS AND FIXTURES.
5. COORDINATE BLOCKING LOCATIONS.
6. ABBREVIATIONS:TD = TOWEL DISPENSER, PLAM = PLASTIC LAMINATE, SD = SOAP DISPENSER
7. PROVIDE UNDER CABINET LIGHTS AS SHOWN ON ELECTRICAL DRAWINGS.
8. PROVIDE SCRIBES / FILLERS BETWEEN ALL WALLS AND CABINET ENDS UNO.
SB3936 DD1836
SD3630
COUNTER SUPPORT BRACKET AT MAX SPACING OF
2' - 8" COORDINATE LOCATION OF METAL STUD AND
ASSOCIATED BACKING SUCH THAT THE BRACKETS
ANCHOR TO METAL STUDS OR BLOCKING.
SD1830
TYPICAL CASEWORK
TOP OF CABINET TO BE 7'-2" AFF UNO
INDICATES NUMBER OF ADJUSTABLE SHELVES
REQUIRED
PLAM SCRIBE / FILLER UNO (USE AT ALL WALLS)
INDICATES CABINET LOCK IS REQUIRED
METAL STUD BEYOND
4" SPLASH UNO
FINISHED ENDS ON ALL EXPOSED CABINETS
AND SURFACES
4" CABINET BASE UNO
C
A601
C
A601
A
A601
A
A601
B
A601
NOTE: THIS IS JUST A GENERIC CASEWORK ELEVATION AND DOES NOT EXIST IN THE PROJECT. IT IS FOR REFERENCE ONLY TO GIVE MORE INFORMATION ON THE CONSTRUCTION OF THE CASEWORK.5/8" GYP
INSUL
2 1/2" METAL
STUDS FRAMING
CLOSING J-
SEALANT AND
BACKER ROD, BOTH
SHIM AS REQ'D
SEALANT
2 1/2" METAL STUD
FRAMING HEADER
SCHEDULED CMU WALL,
REFER TO PARTITION
TYPE LEGEND
2 1/2" RIGID
INSULATION
BOND BEAM, SEE
STRUCTURAL
1/2" PLYWOOD
SOLID SURFACE
WINDOW STOOL
SOLID TOP CMU
SEALANT
SEALANT AND
BACKER ROD, BOTH SILL
HEAD
ALIGN
ALIGN
5/8" GYP
HOLLOW METAL
2 1/2"" METAL
STUDS FRAMING
CLOSING J-
SCHEDULED
SEALANT AND
BACKER ROD, BOTH
SHIM AS REQ'D
SEALANT
2 1/2" METAL
FRAMING HEADER
SCHEDULED CMU WALL,
REFER TO PARTITION
TYPE SCHEDULE
2" RIGID INSULATION
/8
BOND BEAM, SEE
STRUCTURAL
BULLNOSE EDGE, TYP
LINE OF FRAME BEYOND
HOLLOW METAL FRAME
DOOR AS SCHEDULED
SCHEDULED CMU WALL,
REFER TO PARTITION
TYPE SCHEDULE
CL
JOINT SEALANT AND
BACKER ROD
SHIM AS REQUIRED
MASONRY ANCHOR
5/8" GYP
2 1/2"" METAL
STUDS FRAMING
CLOSING J-
SEALANT
2" RIGID INSULATION
BULLNOSE EDGE, TYP
METAL STUD
FRAMING HEADER
5/8" GYPSUM BOARD
EACH FACE
HOLLOW METAL FRAME
DOOR AS SCHEDULED
LINE OF FRAME BEYOND
SCHEDULED MTL STUD,
REFER TO PARTITION
TYPE LEGEND
/4
PARTITION TYPE
AS REQ'D BY
1/2"
5/8" GYPSUM BOARD
EACH FACE
HOLLOW METAL
DOOR AS SCHEDULED
(3) JAMB ANCHORS
PER FRAME TYPICAL
SCHEDULED MTL STUD,
REFER TO PARTITION
TYPE LEGEND
/4
1/2"
PARTITION TYPE
AS REQ'D BY
ADA/ ANSI DOOR
THRESHOLD, PROVIDED
BY DOOR MFR OVER
FLOORING TRANSITION
SCHEDULED
DOOR FRAME
WALL
CONCRETE TOPPING SLAB,
MATCH FINISH FLOOR
ELEVATION OF CERAMIC TILE
EXISTING SLAB
EXISTING CERAMIC
FLOOR TILE
NEW CONCRETE
SLAB ON GRADE
STANDARD HM GLAZING
STOP WITH FLUSH FLAT
HEAD SCREWS @ 6" O.C.
1/4" GLAZING W/
NEOPRENE SPACERS AND
GLAZING TAPE AS REQ'D
LINE OF FRAME BEYOND
SEALANT AND BACKER ROD,
BOTH SIDES
SHIM AS REQ'D
3/4" SOLID SURFACE
WINDOW STOOL
CMU WALL, REFER TO STRUCT
SEALANT
CLOSING J-BEAD
1. REFER TO REFLECTED CEILING PLANS FOR ADDITIONAL CEILING
INFORMATION.
2. TILE AT INTERSECTION OF FLOOR AND WALL SHALL BE COVED.
3. PROVIDE THRESHOLDS AND TRANSITION STRIPS BETWEEN
DISSIMILAR FLOORING MATERIALS.
4. CONTRACTOR TO SUBMIT ALL FINISH SAMPLES FOR FINAL
OWNER APPROVAL PRIOR TO INSTALLATION.
5. FLOOR TRANSITION STRIP TO BE ANODIZED ALUMINUM.
PROVIDE WHERE TWO DIFFERENT FLOOR MATERIALS ABUT ONE
ANOTHER.
6. HOLLOW METAL DOOR FRAMES TO BE PAINTED
7. REFER TO PARTITION TYPE LEGEND ON A001 FOR MORE
INFORMATION ON WALL TYPES
GENERAL NOTES -
09-20-2022
SAT
GYM
OFFICE
CLIENT
CONSULTANT
CONSULTANTS
REGISTRATION
ISSUE/REVISION
SHEET NUMBER
SHEET TITLE
PROJECT NUMBER
L a s t
P lo tt e d
F ile n a m e
Printed on ___% Post-Consumer Recycled Content Paper
A R
C H
E x
P ro je c t M a n a g e m e n t In it ia ls
D e s ig n e r:
C h e c k e d
A p p ro v e d
PROJECT
©2017 AECOM Corporation
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.r v t
CASEWORK, DOORS, WINDOWS,
SHEDULES, & DETAILS
A601
LYBH112130
C h e c k e r
D e s ig n e r
A p p ro v e r
AECOM
HANGAR 107 SAT & GYM
RENOVATION
WEST VIRGINIA AIR
NATIONAL GUARD
http://www.aecom.com
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H E
D U
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DOOR SCHEDULE
MARK
DOOR
TYPE
DOOR
MATERIAL
DIMENSIONS FRAME
HDW SET
DETAILS
NOTESWIDTH HEIGHT THICKNESS
FRAME FRAME
MATERIAL HEAD JAMB SILLTYPE
101A NL HM 3' - 0" 7' - 0" 0' - 1 3/4" 2 HM 9-A-3 H2 J2 -
101B NL HM 3' - 0" 7' - 0" 0' - 1 3/4" 2 HM 8-E-3 H2 J2 -
101C F HM 3' - 0" 7' - 0" 0' - 1 3/4" 1 HM 7-A-3 H1 J1 -
101D F HM 3' - 0" 7' - 0" 0' - 1 3/4" 2 HM 8-E-3 H2 J2 - EXIT ONLY
102A HG WOOD 3' - 0" 7' - 0" 0' - 1 3/4" 1 HM 3-A-3 H1 J1 -
102B HG WOOD 3' - 0" 7' - 0" 0' - 1 3/4" 1 HM 3-A-3 H1 J1 -
104 HG WOOD 3' - 0" 7' - 0" 0' - 1 3/4" 1 HM 2-A-6 H1 J1 -
105 HG WOOD 3' - 0" 7' - 0" 0' - 1 3/4" 1 HM 2-A-6 H1 J1 -
106 HG WOOD 3' - 0" 7' - 0" 0' - 1 3/4" 1 HM 2-A-6 H1 J1 -
107 HG WOOD 3' - 0" 7' - 0" 0' - 1 3/4" 1 HM 2-A-6 H1 J1 -
108 HG WOOD 3' - 0" 7' - 0" 0' - 1 3/4" 1 HM 2-A-6 H1 J1 -
109 HG WOOD 3' - 0" 7' - 0" 0' - 1 3/4" 1 HM 2-A-6 H1 J1 -
110 HG WOOD 3' - 0" 7' - 0" 0' - 1 3/4" 1 HM 2-A-6 H1 J1 -
111 NL HM 3' - 0" 7' - 0" 0' - 1 3/4" 2 HM 4-A-3 H2 J2 - CARD READER - REFER TO 3/E701
112A NL HM 3' - 0" 7' - 0" 0' - 1 3/4" 2 HM 6-A-3 H2 J2 - CARD READER - DELAYED EGRESS - REFER TO 3/E701
112B NL WOOD 3' - 0" 7' - 0" 0' - 1 3/4" 1 HM 4-A-3 H1 J1 - CARD READER - REFER TO 3/E701
113A NL HM 3' - 0" 7' - 0" 0' - 1 3/4" 1 HM 4-A-3 H1 J1 - CARD READER - REFER TO 3/E701
113B NL HM 3' - 0" 7' - 0" 0' - 1 3/4" 1 HM 7-A-3 H1 J1 - EXIT ONLY
137 F WOOD 3' - 0" 7' - 0" 0' - 1 3/4" 1 HM 5-A-6 H1 J1 -
138A FG ALUM 6' - 0" 7' - 0" 0' - 1 3/4" 3 ALUM 1-B-6 H1 J1 S1 CARD READER - REFER TO 3/E701
ROOM FINISH SCHEDULE
RM NO ROOM NAME FLOOR BASE ALL WALLS CEILING REMARKS
100 AIR TERMINAL EP NA PT EX EXISTING HIGH BAY SPACE, PAINT CMU UP TO
12FT AFF
101 FITNESS CENTER RAF WB PT EX WALK OFF MAT AT EXTERIOR EXIT
102 CLASSROOM CPT WB PT ACT-1 COORDINATE WITH PROJECTOR AND SCREEN
103 BREAK AREA FT WB PT ACT-1
104 OFFICE CPT WB PT ACT-1
105 OFFICE CPT WB PT ACT-1
106 OFFICE CPT WB PT ACT-1
107 OFFICE CPT WB PT ACT-1
108 OFFICE CPT WB PT ACT-1
109 OFFICE CPT WB PT ACT-1
110 OFFICE CPT WB PT ACT-1
111 CORRIDOR CPT WB PT ACT-1
112 CORRIDOR CPT WB PT ACT-1
113 CORRIDOR EX WB PT ACT-1 / GPC GYP BOARD SOFFITS, PAINT
138A TERMINAL ENTRY EP WB PT ACT-1
Scale: 1/4" = 1'-0"
DOO…
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