W912QR25RA036 Plans 0001.pdf
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- Attached to
- New ARC, VMS, and USB at MCLB Albany, GA
- Solicitation number
- W912QR25RA036
About this file
These technical design and construction drawings are for a U.S. Army Corps of Engineers project at Marine Corps Logistics Base (MCLB) Albany, Georgia, detailing the construction of an Army Reserve Center (ARC), Vehicle Maintenance Shop (VMS), and Organizational Storage Building (OSB). The comprehensive set of engineering plans includes architectural, structural, electrical, mechanical, and civil engineering specifications across multiple detailed sheets, covering foundation designs, floor plans, roof details, wall types, electrical and mechanical system layouts, and site utility configurations.
The drawings provide precise technical specifications for a 33,000 square foot ARC, 12,600 square foot VMS, and associated infrastructure, with meticulous details on construction materials, system integrations, and building components. Key technical elements include insulated concrete form (ICF) wall systems, specific reinforcement requirements for concrete slabs and foundations, electrical and mechanical equipment placement, roof and wall assemblies, and comprehensive site utility planning. The plans are marked as a "Certified Final Submittal" dated May 1, 2025, with revisions made in accordance with Amendment 00 in July 2025, indicating an advanced stage of design development for the military construction project.
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SHEET KEYNOTES
GENERAL NOTES
U.S. ARMY RESERVE
U.S. ARMY RESERVE
2'-4"7'-0"2'-4"
/2
/2
7'-4"
1'-5"1'-4" 1'-4"
/2
/2
/2
2"
2'-4"
2'-4"
2'-0"
1'-8"
1'-4"
2"2"
8 8
9 9
9 9
CS113
NOT TO SCALE
CS521
A
B
PLAN
FRONT AND BACK ELEVATION
SIDE ELEVATION
CS521
SIGN DETAILS
CS521
A
CS521
B
CS521
B
CS522
CS522
XXXXXXXXXXXXXXX
XXXXXXXXXXXXXXX
CAST STONE.9.
BRICK VENEER TO MATCH RESERVE CENTER EXTERIOR.8.
2/90 SIGN SYSTEMS "158 GRAPHITE".
ALUMINUM WITH FACTORY PAINTED FINISH TO MATCH 7.
SYSTEMS "805 PINEAPPLE".
.9" WIDE ACCENT STRIPE PAINTED TO MATCH 2/90 SIGN 6.
SYSTEMS "104 BRUSHED NICKEL".
.9" WIDE ACCENT STRIPE PAINTED TO MATCH 2/90 SIGN 5.
PINEAPPLE" AND "704 BLACK".
LOGO COLORS TO MATCH 2/90 SIGN SYSTEMS "805
FULL COLOR OFFICIAL REGISTERED TRADEMARK ARMY 4.
SAPPHIRE BLUE".
MATCH 2/90 SIGN SYSTEMS "805 PINEAPPLE" AND "756
ARMY RESERVES "JOHN PARKER" LOGO. COLORS TO
FULL COLOR OFFICAL REGISTERED TRADEMARK US 3.
WILL VARY DEPENDING ON THE FINAL NAME.
THE CONTRACTING OFFICER. NUMBER OF "X'S" SHOWN
CONTRACTOR TO COORDINATE THE FACILITY NAME WITH
LOWERCASE IN HELVETICA NEUE - 75 BOLD FONT,
"104 BRUSHED NICKEL". LETTERS SHALL BE UPPER- AND
CENTER 3.75" TALL TEXT TO MATCH 2/90 SIGN SYSTEMS
THIS LINE SHALL CONTAIN NAME OF THE ARMY RESERVE 2.
HELVETICA NEUE - 95 BLACK FONT.
BRUSHED NICKEL". LETTERS SHALL BE UPPERCASE
5.25" TALL TEXT TO MATCH 2/90 SIGN SYSTEMS "104 1.
EM 385-1-1.
THE US ARMY CORPS OF ENGINEERS SAFETY MANUAL
JOB SITE ALL PERTINENT REQUIREMENTS OF OSHA AND
CONTRACTOR SHALL ADHERE TO AND ENFORCE ON THE 5.
LOCATION.
ARMY RESERVES FACILITY MANAGER FOR EACH
ACCESS TO THE SITE SHALL BE COORDINATED WITH THE 4.
AND MOUNTING DETAILS.
SECTIONS, SIDE VIEWS, PLAN VIEWS, COLOR SAMPLES,
DETAILS SUCH AS ELEVATIONS, MESSAGE LAYOUTS,
GOVERNMENT APPROVAL SHALL INCLUDE FABRICATION
SHOP DRAWINGS SUBMITTED BY THE CONTRACTOR FOR 3.
START OF THE FACILITY SIGN CONSTRUCTION.
NAME WITH THE CONTRACTING OFFICER PRIOR TO THE
THE CONTRACTOR SHALL COORDINATE THE FACILITY
DURABLE MATERIALS WITH FULL COLOR GRAPHICS.
MILIMETERS THICK AND FABRICATED FROM HIGHLY
ALL LOGO SYMBOLS AND SEALS SHALL BE 0.5 INCH (13 2.
ORDINANCES REGULATIONS AND LAWS.
AS WELL AS ALL LOCAL ZONING REQUIREMENTS,
DESIGN OF HIGHWAYS AND STREETS, LATEST EDITION,
TRANSPORTATION OFFICIALS (AASHTO) GEOMETRIC
THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND
SIGHT DISTANCE REQUIREMENTS IN ACCORDANCE WITH
MANAGER AND SHALL COMPLY WITH INTERSECTION
REPRESENTATIVE AND THE ARMY RESERVES FACILITY
COORDINATED WITH THE CONTRACTING OFFICER'S
LOCATION AND PLACEMENT OF SIGN SHALL BE 1.
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SYMBOL DESCRIPTION
DUCTBANK SYMBOLS
C TYP
4 4
:CONCRETE ENCASED DUCTBANK
:SAND ENCASED DUCTBANK
ENCASEMENT
INDICATES CONCRETE
INDICATES ONE DUCT
EACH BLOCK IN INCHES
INDICATES DUCT SIZE
WITH 2-4" AND 2-2" DUCTS SHOWN)
DUCTBANK DETAILS. (4-WAY DUCTBANK
REFER TO DETAIL ON ES501 FOR TYPICAL
WITH 2-4" AND 2-2" DUCTS SHOWN)
DUCTBANK DETAILS. (4-WAY DUCTBANK
REFER TO DETAIL ON ES501 FOR TYPICAL
2/C TWO CONDUCTOR AS IN A MULTI-CONDUCTOR CABLE
SITE ELECTRICAL ABBREVIATIONS
AACS
ABA
A/C
A, AMP AMPERE
AUTOMATED ACCESS CONTROL SYSTEM
ARCHITECTURAL BARRIERS ACT
AC ALTERNATING CURRENT
AIR CONDITIONING
AF AMPERE FRAME
F
C
ATC
AMP
AWG
AFF
ATS
AT
EA
EC
ELEC
ELEV
EMER
CP
CKT
CT
BLDG
CPT
CO
AFG
AFC
AIC
BKR
AHU
EWC
HANDHOLE
HIGH INTENSITY DISCHARGE
DN
DOD
DLC
GALVANIZED RIGID STEEL
HERTZ
HEATER
HEATING, VENTILATING AND AIR CONDITIONING
GOVERNMENT FURNISHED GOVERNMENT INSTALLED
GROUND
DWG
DIM
EXH
EXT
EMT
DISC
DP
DT
DC
DIA
CU
FACP
FDR
FIG
FL
FLA
FVNR
FT
M,mm,cm
FLEX
GF
FU
GFE
GFGI
GND
GRS
HH
HTR
HP
GFCI
HID
HVAC
HR
MAN
KVA
KVAR
HOA
ID
Hz
KV
CW
CB
CLG
KCMIL
KO
MCC
MCM
LV
LTG
KWH
MCB
IN
JB
KW
MATL
MAX
ELECTRIC OR ELECTRICAL
FAX, FAHRENHEIT
EMPTY CONDUIT
ELECTRICAL METALLIC TUBING
ELEVATOR
FIRE ALARM CONTROL / ANNUNCIATOR PANEL
EACH
DISCONNECT
EXTERIOR, EXTERNAL
ELECTRIC WATER COOLER
EXHAUST
ABOVE FINISHED FLOOR
ABOVE FINISHED GRADE
AIR HANDLING UNIT
AMPERE INTERRUPTING CURRENT
AMPERE
AMERICAN WIRE GAUGE
AUTOMATIC TEMPERATURE CONTROL
EMERGENCY
AMPERE TRIP
BREAKER
AUTOMATIC TRANSFER SWITCH
DIESEL LOCOMOTIVE CABLE
DOUBLE THROW
DRAWING
DIAMETER
DIMENSION
DIRECT CURRENT
DOUBLE POLE
DOWN
DEPARTMENT OF DEFENSE
MATERIAL
METER, MILLIMETER, CENTIMETER, etc.
MANUAL
FOOT, FEET
FUSE, FUSED
LOW VOLTAGE
MOTOR CONTROL CENTER
MAXIMUM
ABOVE FINISHED CEILING
LIGHTING
THOUSAND CIRCULAR MILS
FULL LOAD AMPERES
FLEXIBLE
GOVERNMENT FURNISHED EQUIPMENT
HORSEPOWER
HOUR
FLOOR
GOVERNMENT FURNISHED CONTRACTOR INSTALLED
FULL VOLTAGE NON-REVERSING
GROUND FAULT CIRCUIT INTERRUPTER
FEEDER
FIGURE
MAIN CIRCUIT BREAKER
CONDUIT
CIRCUIT BREAKER
CEILING
CHILLED WATER
CIRCUIT
CURRENT TRANSFORMER
CIRCULATING PUMP
BUILDING
COPIER
COPPER
CONTROL POWER TRANSFORMER
INCH(ES)
HAND-OFF-AUTOMATIC SELECTOR SWITCH
1000 CIRCULAR MILS
KILOWATT-HOUR
JUNCTION BOX
INSIDE DIAMETER
KNOCK OUT
KILO VOLT
KILO VOLT-AMPERE
KILO VOLT-AMPS REACTIVE
KILOWATT
PRIMARY BUSBAR
PULL BOX, PUSH BUTTON
PANEL BOARD
PANEL
PHASE
POLE
OVERLOADS
NOT TO SCALE
ON CENTER
OVERHEAD
OUTSIDE DIAMETER
POLYVINYL CHLORIDE
POTENTIAL TRANSFORMER
QUANTITY
RADIUS
REFRIGERATOR
POUNDS PER SQUARE INCH
PRELIMINARY
POINT OF CONTACT
PRESSURE
PRIMARY
PAIR
NOMINAL
MAIN LUGS ONLY
MISCELLANEOUS
MOUNT
MOUNTING
MOUNTED
MINIMUM, MIN
MECHANICAL
MAIN DISTRIBUTION PANEL
MANUFACTURER
MANHOLE, METAL HALIDE
MAIN GROUNDING BUSBAR
NATIONAL FIRE PROTECTION ASSOCIATION
NON-FUSED
NOT IN CONTRACT
NORMALLY OPEN, NUMBER
NIGHT LIGHT - UNSWITCHED FIXTURE
NEUTRAL
MICROWAVE
METAL
NORMALLY CLOSED
NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION
NATIONAL ELECTRICAL CODE
RECEPTACLE
TELEPHONE
THERMOSTAT
TEMPORARY, TEMPERATURE
UNDERGROUND
TYPICAL
SYSTEM
STEEL
STANDARD
STRUCTURAL
SYMMETRICAL
SWITCH
WITHOUT
WITH
WEATHER PROOF
TRANSFORMER
WEIGHT
VOLUME
UNINTERRUPTIBLE POWER SUPPLY
UNLESS NOTED OTHERWISE
UTILITY
VOLT-AMPERE
VOLT(S)
STATION
REVOLUTIONS PER MINUTES
ROUND
SCANNER
SCHEDULE
SECONDARY BUS BAR
RIGID METAL CONDUIT
REVISION
REQUIRED
RADIO FREQUENCY
ROOM
RIGID GALVANIZED STEEL
SPECIFICATION
SURGE PROTECTION DEVICE (TVSS)
SQUARE
SINGLE THROW
SQUARE FEET
SINGLE POLE
SECTION
STARTER DOOR
SUB FIRE ALARM CONTROL PANEL
SHREDDER
SYSTEM FURNITURE
PBB
PB
P/BD
PNL
PH
P
OL'S
NTS
OC
OH
OD
PVC
PT
QTY
RAD
R
PSI
PRELIM
P.O.C.
PRESS
PRI
PR
NOM
MLO
MISC
MT
MTG
MTD
MIN
MECH
MDP
MFR
MH
MGB
NFPA
NF
NIC
NO
NL
NEUT
MW
MTL
NC
NEMA
NEC
RCPT
TEL
T
TEMP
UGND
TYP
SYS
STL
STD
STRL
SYM
SW
W/O
W/
WP
XFMR
WT
VOL
UPS
U.N.O.
UTIL
VA
V
STA
RPM
RND
S
SCHED
SBB
RMC
REV
REQD
RF
RM
RGS
SPEC
SPD
SQ
ST
SQ FT
SP
SECT
SD
SFCP
SH
SF
SYMBOL DESCRIPTION
SHEET NOTE
REVISION NOTE INDICATOR
DETAIL IDENTIFICATION NUMBER
DETAIL IDENTIFICATION NUMBER
X
X-XXX
X
X-XXX
DETAIL
NOT TO SCALE
NUMBER OF SHEET ON WHICH DETAIL IS DRAWN
NUMBER OF SHEET ON WHICH DETAIL IS INDICATED
CROSS REFERENCING SYMBOL
MISCELLANEOUS SYMBOLS
SYMBOL WHERE DETAIL IS TAKEN
SYMBOL
EXISTINGDEMO
DESCRIPTION
NEW
UTILITY POLE
HHH
DEVICE TYPE DESIGNATION (NOTED BY SUBSCRIPT)
COMMUNICATIONS HANDHOLECHH
EXISTING COMMUNICATIONS HANDHOLEECHH
REFER TO TYPE DESIGNATIONS FOR FURTHER INFORMATION.
SUBCRIPT INDICATES ADDITION DEVICE TYPE INFORMATION.
ELECTRICAL EXTERIOR / SITE UTILITIES SYMBOLS
100-22K/3R
TRIP RATING
(AMPS)(ST-SHUNT TRIP)
ECB
ENCLOSED CIRCUIT BREAKER
T T T PAD MOUNTED TRANSFORMER
UNDERGROUND PRIMARY
UNDERGROUND SECONDARY
UNDERGROUND SECONDARY LIGHTING
UNDERGROUND COMMUNICATIONS
UNDERGROUND FIBER
UP UPx UP
US USx US
USL USLx USL
UC UCx UC
UF UFx UF
INGRADE LIGHTING FIXTURE
FL
POLE MOUNTED LIGHTING FIXTURE
P
SESESE
HANDHOLE
PAD MOUNTED SECTIONALIZING CABINET
POLE MOUNTED DOUBLE LIGHTING FIXTURE
P
OP OPx OP OVERHEAD PRIMARY
CONTRACTOR
PROVIDES INSTALLSITEMSYMBOL
DIVISION OF RESPONSIBILITIES (ELECTRICAL)
T TRANSFORMER
T
T
T
T
TRANSFORMER PAD
TRANSFORMER PRIMARY LUGS & TERMINATIONS
TRANSFORMER SECONDARY LUGS & TERMINATIONS
TRANSFORMER GROUNDING & GROUNDING CONNECTIONS
M NEW METER / METER BASE / CT CABINET
PRIMARY DUCTBANK, CABLE, TRENCH & BACKFILLUP
RISER, CABLE AND SHIELD, CROSSARMS, MOUNTING HARDWARE.)
ADD ALL POLE APPURTANCES (CUTOUT, SURGE ARRESTORS, GROUNDING,
ADD JUMPERS FROM EXISTING AERIAL CONDUCTORS TO FUSED CUTOUTS.
SECONDARY DUCTBANK, CABLE, TRENCH & BACKFILL
SECONDARY CABLE TERMINATION AT MAIN SOURCE DISCONNECT
US
PUBLIC WORKS BRANCH INSTALLING & ENVIRONMENT DIVISION.
COORDINATE ALL ELECTRICAL WORK WITH MARINE CORP LOGISTICS BASE (MCLB), ALBANY, GEORGIA ENGINEERING SECTION
SITE ELECTRICAL GENERAL NOTES
COORDINATE WITH FOOTER/FOUNDATION WALL INSTALLER.
BE GALVANIZED RIGID STEEL CONDUIT ENCASED IN CONCRETE.
ENTRANCE CONDUIT MUST PASS BELOW BUILDING FOOTERS AND MUST 9.
DETAILS AND SPECIFICATIONS.
COORDINATE ALL ELECTRICAL SITE WORK WITH CIVIL SITE PLANS, 8.
THE PRESSURES DEVELOPED WHILE PULLING CABLES.
SWEEPS SHALL BE CONCRETE ENCASED TO PROTECT THE DUCT FROM
TRANSFORMER, ETC. ALL HORIZONTAL CONDUIT/ DUCTBANK BENDS AND
CONDUITS/ DUCTBANKS STUBBING UP INTO THE ELECTRICAL ROOM,
PROVIDE PVC COATED GALVANIZED RGS ELBOWS FOR SITE ELECTRICAL 7.
GALVANIZED RIGID STEEL.
EXISTING ROADWAYS SHALL BE BORED AND SLEEVED WITH PVC COATED
OF THE PAVEMENT OR CONCRETE. CONDUITS INSTALLED UNDER
ENCASEMENT SHALL EXTEND AT LEAST SIX (6) FEET BEYOND THE EDGE
AREAS SUBJECT TO VEHICULAR TRAFFIC SHALL BE CONCRETE ENCASED .
CONDUITS INSTALLED UNDER ROADWAYS, PARKING AREAS, OR OTHER 6.
ALL OTHER UNDERGROUND CONDUITS SHALL BE SAND ENCASED UNO.
ALL PRIMARY UNDERGROUND CONDUITS SHALL BE CONCRETE ENCASED. 5.
PRIOR TO ANY POWER OUTAGES REQUIRED FOR CONSTRUCTION.
INSTALLATION AND ENVIRONMENT DIVISION AND CONTRACTING OFFICER
BASE (MCLB) ALBANY - ENGINEERING SECTION PUBLIC WORKS BRANCH
PROVIDE ADVANCED WRITTEN NOTICE TO MARINE CORPS LOGISTICS 4.
AND SCHEDULING.
ENVIRONMENT DIVISION PRIOR TO ANY SITE WORK FOR COORDINATION
ENGINEERING SECTION PUBLIC WORKS BRANCH INSTALLATION AND
CONTACT MARINE CORPS LOGISTICS BASE (MCLB) ALBANY - 3.
UNDERGROUND AND OTHER UTILITIES PRIOR TO DIGGING.
FEATURES ARE APPROXIMATE ONLY. FIELD VERIFY LOCATION OF ALL
SEWER, STORM SEWER, AND OTHER UTILITIES AND OTHER SITE
THE LOCATIONS OF EXISTING ELECTRICAL, COMMUNICATIONS, WATER, 2.
COORDINATE WORK WITH ALL EXISTING AND NEW TRADES.
UTILITIES, INCLUDING LIGHTNING PROTECTION AND GROUNDING.
SURFACE INVESTIGATION IN THE FIELD. VERIFY THE LOCATION OF ALL
EXISTING CONDITIONS ARE BASED ON RECORD DRAWINGS AND LIMITED 1.
RATING
ENCLOSURE
NEMA
RATING
AIC
MANHOLEMHMHMH
ELECTRICAL MANHOLEEMH
ELECTRICAL HANDHOLEEHH
EXISTING ELECTRICAL HANDHOLEEEHH
P
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N
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R A
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A N
D A
B B
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V
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N S
ES001
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D A
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/2
2/
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W
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A C
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BI-LEVEL RAMP
VMS
CANOPY
SATS
BLDG
STORAGE
B
IO
R E
T E
N T
IO
N
BIORETENTION #2
BIORETENTION #1
A C C E S S R
O A D
ACCESS ROAD
ACCESS ROAD
SERVICE ROAD
S E
R V
IC
E R
O A
D
20' CLEAR ZONE
C
L E
A R Z
O N
E
20' CLEAR ZONE
C
L E
A R Z
O N
E
MKT
10' CLEAR ZONE 10' CLEAR ZONE
10' CLEAR ZONE 10' CLEAR ZONE 10' CLEAR ZONE
C
L E
A R Z
O N
E C
L E
A R Z
O N
E
C
L E
A R Z
O N
E C
L E
A R Z
O N
E
CO
GR-1
CO
OW-1
CO
CO
CB-3
CB-2
CB-1 CB-4
CB-7
CB-5
CB-8
CB-9
CB-12
CB-11
CB-21
CB-22
CB-14 CB-15 CB-16
CB-17
CB-18 CB-19 CB-20
OLT-1
GI-1
GI-3
HW-2
HW-4
HW-5
HW-6
COCO
CO
COCO
CO
CO
CO CO
CO
CO CO
OLT-2
SSMH-2SSMH-3
SSMH-5
SSMH-6
SSMH-8
8" 8"
8"
8"
8"
6"6"6"
6"
6"6"
8"
8"
HW-1
CB-26
CO
CO
CO
CO
CO
CO
CO
CO
COCO
15"
18"
15"
18"
15"15"
15"15"
24"
CB-6
CB-10
CB-13
CB-23
SSMH-7
SSMH-10
15"
15"
15"
15"
6" 6" 6"
6" 6"
6" 6"
CB-24
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
CO
CO
SDMH-1 CO
SDMH-2
R D
R D
CB-25
CO
CO
CO
CO
CO
R D
R D
R D
R D
R D
R D
R D
R D
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
RD
R D
R D
12"
6"
6"
6"
6"
6"
15"
6"
6"
6"
6"
15"
SDMH-3
SDMH-4
SDMH-5
6" 15"
15"
SSMH-4
CO
3"3" 3"3" 3"3"2 1/2"
/2
2 1/2"
/2
/2
FH
FHFH
FH
FH
FH
FH
FH
FH
8"
3"
ARMY RESERVE CENTER
FF EL 213.00'
FF EL 215.00'
FF EL 214.00'
C
L E
A R Z
O N
E
C
L E
A R Z
O N
E
C
L E
A R Z
O N
E
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
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SD
SD
SD
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SD
SD
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SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
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SD
SD
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SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
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SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
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SD
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SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
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SD
SD
SD
SD
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SD
SD
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SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
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SD
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SD
SD
SD
SD
SD
SD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
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SD
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SD
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SD
SD
SD
SD
SD
SD
SD
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SD
SD
SD
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®of Engineers
US Army Corps
M A
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P1
P1P1
P1
P1
P1
P1
P1
P1
P1
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P1
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P1 P1 P1
P1
P1
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P1
P1
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USL
USL USL20
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A N
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IS
ES101GRAPHIC SCALE: 1"=50'-0"
150'100'50'025'50'
N
SITE ELECTRICAL PLAN
SCALE: 1" = 50'
R
M A
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S
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E E
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C T
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A L P
L A
N
SHEET KEYNOTES
4 4
4 4 4
C
J
G R
E E
N E
ES502
TYP
ES503
TYP
TYP C
GENERAL SHEET NOTES
TYP
TYP
TYP
C
C
TYP
TYP C
ES505
ES504
ES506
ES506
TYP
C
LOCATED WITHIN THE FENCED MEP AREA.
5'-0" AWAY FROM THE EDGE OF THE AREA AND MUST BE
OF THE MEP AREA MUST BE INSTALLED A MINIMUM OF
LIGHT POLE BASES LOCATED AROUND THE PERIMETER 3.
OF ALL ROADWAYS.
INSTALLED A MINIMUM OF 3'-0" AWAY FROM, THE EDGE
THE ACCESS AND THE SERVICE ROADS MUST BE
LIGHT POLE BASES LOCATED IN POV AREA AND ALONG 2.
RESPONSIBILITIES.
REFER TO SHEET ES001 FOR DIVISION OF 1.
ES506
R E
V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M E
N D
M E
N T
/2
C
1 1
TYP
LENGTHS.
LONGEST ROUTE AND THE MAXIMUM SPARE CABLE
MANHOLES ALONG THOSE WALLS PROVIDE THE
NEW MANHOLES. ROUTE CABLE INSTALLATIONS INSIDE
MINIMUM OF 6'-6" DEEP. PROVIDE CABLE RACKS IN ALL
SECTION 33 71 02. PROVIDE MANHOLES THAT ARE A
PROVIDE ELECTRICAL MANHOLES PER SPECIFICATION 11.
PANEL ON SHEET 1EL702 FOR ADDITIONAL INFORMATION.
PHOTOCELL/TIME SCHEMATIC FOR LIGHTING CONTROL
OFF CONTROL. REFER TO EXTERIOR LIGHTING
PROVIDE LIGHTING WITH PHOTOCELL ON - PHOTOCELL 10.
STATIONS.
PARKING SPACES IDENTIFIED FOR FUTURE EV CHARGING 9.
BUILDING BID OPTION IS AWARDED.
PROVIDE DUCT BANK ONLY IF UNHEATED STORAGE 8.
ABOVEGROUND 1'-0" AFG AND CAP.
SECTIONALIZING CABINET. SWEEP CONDUIT
CONCRETE-ENCASED CONDUIT 20'-0" FROM
CHARGING STATIONS. EXTEND A 5" UNDERGROUND,
INFRASTRUCTURE FOR ELECTRIC VEHICLE (EV)
OPTION: PROVIDE CONDUIT AND POWER 7.
ON SHEET 1EP601 FOR ADDITIONAL INFORMATION.
TRANSFORMER 'TPP1', SEE POWER ONE-LINE DIAGRAM
FOR MKT EQUIPMENT CONNECTIONS. CONNECT TO
PROVIDE PEDESTAL MOUNTED DISCONNECT SWITCH 6.
THE BUILDING FOOTPRINT.
CONDUITS, STUBBED AND CAPPED FIVE FEET OUTSIDE
FROM ELECTRICAL ROOM 156 - PROVIDE THREE 4" 5.
TRANFORMER FOR THE ARC TRAINING BUILDING.
PROVIDE A 1000 KVA LOOP-FEED PAD MOUNTED 4.
TRANSFORMER FOR THE VMS.
PROVIDE A 500 KVA LOOP-FEED PAD MOUNTED 3.
ADDITIONAL INFORMATION.
REFER TO SHEETS ES505, 1EP601, AND 2EP602 FOR
UNDERGROUND PRIMARY ELECTRIC DISTRIBUTION.
PROVIDE A PRIMARY SECTIONALIZING CABINET FOR 2.
UTILITY POLE C8011/05-123.
EXISTING OVERHEAD PRIMARY (12.47 KV) LOCATED AT
PROVIDE PRIMARY ELECTRIC CONNECTION FROM 1.
/2
2/
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VAPOR BARRIERVAPOR BARRIER
FF EL SEE PLAN FF EL SEE PLAN
CJ
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PERPENDICULAR JOINT
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SLAB MID-DEPTH
(2) #4 x4'-0" AT
WITH CONTROL JOINT
CORNERS NOT ALIGNED
AT ALL RE-ENTRANT
(2) #4 x4'-0" ADDITIONAL
FILL w/ SEALER
CONTROL JOINT STRIP,
" WIDE SAWCUT OR 4
SEE PLAN
CONC SLAB,
C L
R
D /3
C L
R
D /3
SEE PLAN
CONC SLAB,
CORNER
RE-ENTRANT
EDGE OF SLAB
SLAB CONTRACTION JOINT (CJ)
JOINT (CONST. JT.)
SLAB CONSTRUCTION
JOINT INTERSECTION DETAIL
SEE SCHEDULE
LAP SPLICE
S E
E S
C H
E D
U L E
L A
P S
P L
IC
E
TO MATCH FTG REINF
ADD CORNER BAR
PLAN AT CORNER
WATER BARRIER
CAPILLARY
VAPOR BARRIER
FF EL SEE PLAN
OF EQUIPMENT PAD
BEFORE PLACEMENT
ROUGHEN SLAB
WWR 6x6-W2.9xW2.9
SEE PLAN
CONC SLAB,
DISCIPLINES
WHEN REQUIRED BY OTHER
PAD SIZE AND LOCATION
COORDINATE EQUIPMENT
DOOR OPENING
(1) #4 ACROSS
WALL, SEE PLAN
FOUNDATION
OC w/ 5" HOOK 1" CLEAR
#4 x 4'-0" LONG @ 12"
1 1"
C
LR
" EXP JT MAT'L2
FF EL SEE PLAN
WATER BARRIER
CAPILLARY
8"
VAPOR BARRIER
SEE PLAN
CONC SLAB,
WATER BARRIER
CAPILLARY
VAPOR BARRIER
FF EL SEE PLAN
2'-0"
FLOOR DRAIN
SEE PLAN
CONC SLAB,
SLOPE SLOPE
OF FLOOR DRAINS.
FOR SIZE AND LOCATION
MECHANICAL DRAWINGS
SEE ARCHITECTURAL AND
C FLOOR DRAINL
ARCH DRAWINGS.
RECEIVE FLOOR FINISH. SEE
SET UP DRAIN AS REQ'D TO
NOTE:
2'-0""A" "A
"A" = 2'-0" MAX
(1) #4
REFER TO FOUNDATION PLANS.
REINFORCING WALL FOOTING,
SIZE AND SPACING OF
REINFORCING TO MATCH
REINFORCEMENT
CONTINUOUS FOOTING
REINFORCING TO MATCH
C L
R
C L
R
6"
SEE PLAN
TOSL EL
SEE PLAN
CONC SLAB,
SEE PLAN
TOSL EL
SEE PLAN
CONC SLAB,
AT ROLLUP DOORAT PERSONNEL DOOR
FLOOR DRAIN
FF EL SEE PLAN
WATER BARRIER
CAPILLARY
8"
VAPOR BARRIER
SEE PLAN
CONC SLAB,
C FLOOR DRAINL
OF FLOOR DRAINS.
FOR SIZE AND LOCATION
MECHANICAL DRAWINGS
SEE ARCHITECTURAL AND
SEE ARCH DRAWINGS.
RECEIVE SHOWER STALL.
SET UP DRAIN AS REQ'D TO
NOTE:
SCALE: 3/4"=1'-0"
SLAB JOINTS
GRAPHIC SCALE: 3/4"=1'-0"
4'3'2'1'06"1'
SCALE: 3/4"=1'-0"
FLOOR DRAIN
SCALE: 3/4"=1'-0"
TYPICAL FOUNDATION AND WALL DETAILS
SCALE: 3/4"=1'-0"
STEP FOOTING
SCALE: 3/4"=1'-0"
EQUIPMENT PAD/CURB DETAIL
SCALE: 3/4"=1'-0"
ADDITIONAL SLAB REINFORCING AT DOORWAY
SCALE: 3/4"=1'-0"
RECESSED SLAB
G
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1S-301
SCALE: 3/4"=1'-0"
FLOOR DRAIN DETAIL
TYPICAL SHOWER STALL
A R
C T
R A
IN
IN
G B
U
IL
D
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SCALE: 3/4"=1'-0"
TYPICAL SLAB EDGE AT DOOR OPENING DETAILS
R
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SEE PLAN
FOUNDATION,
MAT SLAB
STAGGERED
#4@9" EW, EF
10"
VAPOR BARRIER
WATER BARRIER
CAPILLARY
8"
JT MAT'L
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SEE PLAN
CONC SLAB,
SHEET 1S-601
SHEDULE ON
SEE LAP SPLICE
CONST JT
ROUGHENED
SEE PLAN
TO SLAB EL
SEE PLAN
TO SLAB EL
SEE PLAN
FOUNDATION,
MAT SLAB
VAPOR BARRIER
WATER BARRIER
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BEYOND
CONC WALL
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SEE PLAN
CONC SLAB,
SEE SCHEDULE
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SEE SCHEDULE
REFER TO CIVIL
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M A
X
'E S
E E
REFER TO ARCH
BRICK VENEER,
"=1'-0"4
3GRAPHIC SCALE:
4'3'2'1'06"1'
B
SCALE: 3/4" = 1'-0"
SECTION
1S-114
A
SCALE: 3/4" = 1'-0"
SECTION
1S-114
G
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D
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A R
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SCALE: 3/4" = 1'-0"
SECTION
1S-111
1S-114
R
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GENERAL SHEET NOTES
ENVELOPE. SEAL ALL PENETRATIONS.
PROVIDE CONTINUOUS AIR BARRIER AT BUILDING 15.
WALL TILE. REFER TO FINISH SCHEDULE.
PROVIDE 18ga METAL STUDS FOR WALLS THAT RECEIVE 14.
WITH STENCILING. REFER TO DETAIL 8/1A-580.
SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED
TO HAVE PROTECTED OPENINGS OR PENETRATIONS
ALL FIRE-RATED WALLS OR ANY OTHER WALL REQUIRED 13.
STOPPED.
ALL PENETRATIONS IN FIRE WALLS SHALL BE FIRE 12.
PLANS FOR FIRE WALLS.
WITH FIRE STOPPING MATERIAL. REFER TO PARTIAL
TO THE UNDERSIDE OF ROOF DECK ABOVE AND SEAL
ON FIRE-RATED WALLS EXTEND ENTIRE WALL ASSEMBLY 11.
NEEDED FOR LATERAL BRACING OF WALLS.
CONTRACTOR TO PROVIDE STRAP BRACING IN WALLS AS 10.
MISCELLANEOUS METAL STUD DETAILS.
REFER TO THE 1A-540 SERIES DRAWINGS FOR 9.
REFER TO FINISH SCHEDULE FOR WALL FINISHES.8.
BEHIND WALL MOUNTED EQUIPMENT WITH PHOTOS.
DOCUMENT THAT BLOCKING HAS BEEN PROVIDED
MOUNTED EQUIPMENT. THE CONTRACTOR SHALL
BOARDS, FURNITURE, FURNISHINGS, AND OTHER WALL
SEATING, BALLET BARRES, TELEVISIONS, VISUAL
PROVIDE WALL BLOCKING AT GRAB BARS, SHOWER 7.
EXTENDED TO UNDERSIDE OF DECK ABOVE AND SEALED.
SHALL BE CONTINUOUS FROM CONCRETE FLOOR SLAB
WALLS SURROUNDING ROOMS WITH EXPOSED CEILINGS 6.
NECESSARY TO ACIEVE STC LEVEL.
EXTRA LAYERS OF GYPSUM BOARD TO ENTIRE WALL AS
PHYSICAL READINESS ROOM SHALL BE STC 60. ADD
BE STC 48 EXCEPT FOR WALL TYPE 10 ADJOINING THE
THE WALLS OF THE WEAPONS SIMULATOR ROOM SHALL 5.
LOCKER ROOM 149 (LOCKER ROOM ONLY).
LOCKER ROOM 147 (LOCKER ROOM ONLY) AND WOMEN'S
TO A HEIGHT OF 9'-0": KITCHEN 135, SCULLERY 136, MEN'S
GYPSUM BOARD INSTEAD OF REGULAR GYPSUM BOARD
THE FOLLOWING ROOMS SHALL USE WATER RESISTANT 4.
AND CORRIDOR 101.
GYPSUM BOARD TO A HEIGHT OF 9'-0": VESTIBULE 100,
RESISTANT GYPSUM BOARD INSTEAD OF REGULAR
THE FOLLOWING ROOMS SHALL USE HIGH IMPACT 3.
C840, SYSTEM XIII, PARAGRAPHS 20.3.1-20.3.7.
INDICATED IN GA-216, PARAGRAPHS 4.7.3.1-4.7.4 OR ASTM
SYSTEMS PER SPEC SECTION 09 29 00 AND WHERE
INSTALL CONTROL JOINTS IN GYPSUM WALL AND CEILING 2.
CONNECTION STRIPS TO LEAVE A CLASS "B" FINISH.
NECESSARY INCLUDING REMOVING PLASTIC
STRIPPING OFF THE INSULATION WITH ANY MEANS
A PART INSULATED CONCRETE FORM SYSTEM OR
CONCRETE WALLS SHALL BE BUILT USING EITHER A TAKE
WHERE INDICATED ON THE DRAWINGS, EXPOSED 1.
WALL TYPES
SCALE: 1" = 1'-0"
GRAPHIC SCALE: 1"=1'-0"
3'2'1'06"1'
3 5/8" METAL STUD AT 16" O.C.
STRUCTURE ABOVE
SLIP TRACK SECURE TO
INSULATION
ACOUSTICAL BLANKET
CEILING PLANS, TYP.
CEILING, REFER TO REFLECTED
"8
CERAMIC WALL TILE
ABOVE CEILING
5/8" CEMENT BOARD, EXTEND 12"
5/8" GYPSUM BOARD, TYP. 3 5/8" METAL STUD AT 16" O.C.
STRUCTURE ABOVE
SLIP TRACK SECURE TO
INSULATION
ACOUSTICAL BLANKET
"8
16 17
5/8" GYPSUM BOARD
CEILING PLANS
CEILING, REFER TO REFLECTED
3 5/8" METAL STUD AT 16" O.C.
STRUCTURE ABOVE
SLIP TRACK SECURE TO
INSULATION
ACOUSTICAL BLANKET
"8
CEILING PLANS
CEILING, REFER TO REFLECTED
GYPSUM BOARD
5/8" WATER RESISTANT
3 5/8" METAL STUD AT 16" O.C.
STRUCTURE ABOVE
SLIP TRACK SECURE TO
INSULATION
ACOUSTICAL BLANKET
CEILING PLANS, TYP.
CEILING, REFER TO REFLECTED
"8
5/8" GYPSUM BOARD
CERAMIC WALL TILE
ABOVE CEILING
5/8" CEMENT BOARD, EXTEND 12"
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SHELV x 5, MTL UTIL, 24"x48"X87" NOMSHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM
SHELV x 5, MTL UTIL, 24"x48"X87" NOMSHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM
SHELV x 5, MTL UTIL, 24"x48"X87" NOMSHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM
SHELV x 5, MTL UTIL, 24"x48"X87" NOMSHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM
SHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM
SHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM
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TYPE 1 TYPE 2 TYPE 3 TYPE 2 TYPE 2 TYPE 2 TYPE 2 TYPE 2 TYPE 2 TYPE 2
TYPE 8
TYPE 9
TYPE 9
TYPE 9
TYPE 9
TYPE 5
TYPE 6 TYPE 4 TYPE 4 TYPE 4 TYPE 4
TYPE 7TYPE 9 TYPE 9TYPE 9 TYPE 9
TYPE 8 TYPE 9 TYPE 11 TYPE 9 TYPE 9 TYPE 9 TYPE 9 TYPE 9 TYPE 9
TYPE 10
SHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM
SHELV x 5, MTL UTIL, 24"x48"X87" NOMSHELV x 5, MTL UTIL, 24"x48"X87" NOM
SHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM
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BE SWITCHED. REFER TO SHEET 1EP501 FOR
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GENERAL SHEET NOTES
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C J
C J
"=1'-0"8
1GRAPHIC SCALE:
24'16'8'04'8'
"4 397'-2
A
2S-302 A
2S-302
A
2S-302
E
2S-302
E
2S-302
N
"8 321'-93'-4"16'-8"3'-4"20'-7"6'-4""8
325'-4
SITE EL = 215.00'
FF EL = 100'-0"
WATER BARRIER
ON 6" CAPILLARY
ON VAPOR BARRIER
#4@12" OC, EW, T&B
8" CONC SLAB w/
SITE EL = 215.00'
FF EL = 100'-0"
WATER BARRIER
ON 6" CAPILLARY
ON VAPOR BARRIER
#3@12" OC, EW
5" CONC SLAB w/
WATER BARRIER
ON 6" CAPILLARY
ON VAPOR BARRIER
#3@12" OC, EW
5" CONC SLAB w/
F
2S-302
A
2S-303
B
2S-302
B
2S-302
D
2S-302
D
2S-304
B
2S-303
C
2S-303
D
2S-303
E
2S-303
C
2S-302
F
2S-303 F
2S-303
"8 121'-63'-4"
4'-0"14'-6"3'-4"
3'-4"
"8 51'-4
"8 313'-116'-4""8
513'-411'-8"
B
2S-304
B
2S-304
GENERAL SHEET NOTES
REFER TO 1S-001 AND 1S-002 FOR GENERAL NOTES.1.
LEGEND
SHEET KEYNOTES
G
IB
B S
D
D
IC
K E
Y
B
R E
N N
E R
SCALE: 1/8" = 1'-0"
FOUNDATION AND FLOOR SLAB PLAN
V E
H
IC
L E M
A
IN
T E
N A
N C
E S
H O
P
F O
U N
D A
T
IO
N A
N D F
L O
O R S
L A
B P
L A
N
2S-110
1 3
20'-10"31'-8""4 331'-1013'-0"
26'-0"8"
TYP
APPLIED. REFER TO SPEC 03 30 00.
INDICATES AREA TO HAVE DRY SHAKE HARDENER
INDICATES CONTAINMENT AREA GRATING.
11 10
STOOP/SIDEWALK, REFER TO CIVIL DRAWINGS.13.
CONCRETE PAVEMENT, REFER TO CIVIL DRAWINGS.12.
FIRE WATER, REFER TO SITE UTILITIES.11.
ELECRICAL US DUCTBANK, REFER TO SITE UTILITIES.10.
DOMESTIC WATER, REFER TO SITE UTILITIES.9.
SANITARY, REFER TO SITE UTILITIES.8.
WASHRACK FOUNDATION. SEE PLAN ON 4S-110.7.
SEE ENLARGED PLAN ON 2S-401.
S.A.T.S. CANOPY FOUNDATION AND BUILDING FRAME. 6.
CONNECTION AT BUILDING FOOTING ON SHEET 2S-304.
REINFORCED BOLLARD. SEE TYPICAL BOLLARD 5.
CIVIL FOR DETAIL.
BOLLARD. REFER TO ARCH. FOR LOCATION. REFER TO 4.
FOR DETAIL.
STEPPED FOOTING. REFER TO SITE UTILITIES AND 2S-301 3.
FLOOR DRAIN. REFER TO 2S-301.2.
SPACING REQUIREMENTS.
CONTROL JOINT. REFER TO GENERAL NOTES FOR 1.
TYP
2 TYP
1 TYP
N 562,190.574
BARRIER
ON 6" CAPILLARY WATER
OC, EW ON VAPOR BARRIER
#3@12" 5" CONC SLAB w/
E 2,324,699.575
N 562,254.137
E 2,324,699.57510
2S-402
EL = 99'-4"
BOT TRENCH
EL = 99'-1"
BOT TRENCH
EL = 99'-1"
BOT TRENCH
EL = 99'-4"
BOT TRENCH
EL = 99'-1"
BOT TRENCH
EL = 99'-4"
BOT TRENCH
EL = 99'-4"
BOT TRENCH
EL = 99'-1"
BOT TRENCH
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CAPILLARY
VAPOR BARRIERVAPOR BARRIER
WATER BARRIER
CAPILLARY
WATER BARRIER
CAPILLARY
VAPOR BARRIERVAPOR BARRIER
FF EL SEE PLAN FF EL SEE PLAN
CJ
C J
C J
FF EL SEE PLAN FF EL SEE PLAN
S E
E P
L A
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S E
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D /4
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CUT EVERY OTHER BAR
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S E
E
KEY
PERPENDICULAR JOINT
INTERSECTION WITH
DISCONTINUOUS AT
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SLAB MID-DEPTH
(2) #4 x4'-0" AT
WITH CONTROL JOINT
CORNERS NOT ALIGNED
AT ALL RE-ENTRANT
(2) #4 x4'-0" ADDITIONAL
FILL w/ SEALER
CONTROL JOINT STRIP,
" WIDE SAWCUT OR 4
S E
E P
L A
N
D /4
(KEEP BAR 2" CLR OF JOINT)
CUT EVERY OTHER BAR
P L
A N
S E
E
D
2"2"
P L
A N
S E
E
KEY
FILL w/ SEALER
CONTROL JOINT STRIP,
" WIDE SAWCUT OR 4
D S
E E P
L A
N
SEE PLAN
CONC SLAB,
C L
R
D /3
C L
R
D /3
SEE PLAN
CONC SLAB,
C L
R
D /3
SEE PLAN
CONC SLAB,
SEE PLAN
CONC SLAB,
C L
R
D /3
JOINT INTERSECTION DETAIL
8" SLAB CONTRACTION JOINT (CJ)
5" SLAB CONTRACTION JOINT (CJ) 5" SLAB CONSTRUCTION
JOINT (CONST JT)
8" SLAB CONSTRUCTION
JOINT (CONST JT)
CORNER
RE-ENTRANT
EDGE OF SLAB
PLAN AT CORNER PLAN AT INTERSECTION
SEE SCHEDULE
LAP SPLICE
S E
E S
C H
E D
U L E
L A
P S
P L
IC
E
SEE SCHEDULE
LAP SPLICE
SEE SCHEDULE
LAP SPLICE
THROUGH INTERSECTION
REINF CONTINUOUS
TO MATCH FTG REINF
ADD CORNER BAR
TO MATCH FTG REINF
ADD CORNER BAR
PLAN AT FOOTING / COLUMN
FOOTING / COLUMN
THROUGH
CONTINUOUS
REINFORCEMENT
WATER BARRIER
CAPILLARY
VAPOR BARRIER
FF EL SEE PLAN
OF EQUIPMENT PAD
BEFORE PLACEMENT
ROUGHEN SLAB
WWR 6x6-W2.9xW2.9
SEE PLAN
CONC SLAB,
COORDINATE EQUIPMENT
PAD SIZE AND LOCATION
WHEN REQUIRED BY OTHER
DISCIPLINES
DOOR OPENING
(1) #4 ACROSS
WALL, SEE PLAN
FOUNDATION
OC w/ 5" HOOK 1" CLEAR
#4 x 4'-0" LONG @ 12"
1 1"
C
LR
" EXP JT MAT'L2
FF EL SEE PLAN
WATER BARRIER
CAPILLARY
8"
VAPOR BARRIER
SEE PLAN
CONC SLAB,
P L
A N
S E
WATER BARRIER
CAPILLARY
VAPOR BARRIER
FF EL SEE PLAN
2'-0"
FLOOR DRAIN
SEE PLAN
CONC SLAB,
SLOPE SLOPE
NOTE:
SET UP DRAIN AS REQ'D. TO
RECEIVE FLOOR FINISH. SEE
ARCH DRAWINGS.
SEE ARCHITECTURAL AND
MECHANICAL DRAWINGS
FOR SIZE AND LOCATION
OF FLOOR DRAINS.
C FLOOR DRAINL
2'-0""A"
"A
"A" = 2'-0" MAX
(1) #4
REFER TO FOUNDATION PLANS.
REINFORCING WALL FOOTING,
SIZE AND SPACING OF
REINFORCING TO MATCH
REINFORCEMENT
CONTINUOUS FOOTING
REINFORCING TO MATCH
C L
R
C L
R
6"
1TOSL EL
SEE PLAN
SEE PLAN
CONC SLAB,
TOSL EL
SEE PLAN
SEE PLAN
CONC SLAB,
AT ROLLUP DOORAT PERSONNEL DOOR
SCALE: 3/4"=1'-0"
SLAB JOINTS
GRAPHIC SCALE: 3/4"=1'-0"
4'3'2'1'06"1'
SCALE: 3/4"=1'-0"
FLOOR DRAIN
SCALE: 3/4"=1'-0"
TYPICAL FOUNDATION AND WALL DETAILS
SCALE: 3/4"=1'-0"
STEP FOOTING
SCALE: 3/4"=1'-0"
EQUIPMENT PAD/CURB DETAIL SCALE: 3/4"=1'-0"
ADDITIONAL SLAB REINFORCING AT DOORWAY
SCALE: 3/4"=1'-0"
RECESSED SLAB
G
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SCALE: 3/4"=1'-0"
DOOR OPENING DETAILS
TYPICAL SLAB EDGE AT
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3 5/8" METAL STUD AT 16" O.C.
STRUCTURE ABOVE
SLIP TRACK SECURE TO
INSULATION
ACOUSTICAL BLANKET
"8
5/8" GYPSUM BOARD
CEILING PLANS
CEILING, REFER TO REFLECTED
GRAPHIC SCALE: 1"=1'-0"
3'2'1'06"1'
WALL TYPES
SCALE: 1" = 1'-0"
15b
SMOKE PARTITION
GENERAL SHEET NOTES
ENVELOPE. SEAL ALL PENETRATIONS.
PROVIDE CONTINUOUS AIR BARRIER AT BUILDING 14.
WALL TILE. REFER TO FINISH SCHEDULE.
PROVIDE 18ga METAL STUDS FOR WALLS THAT RECEIVE 13.
WITH STENCILING. REFER TO DETAIL 8/2A-580.
SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED
TO HAVE PROTECTED OPENINGS OR PENETRATIONS
ALL FIRE-RATED WALLS OR ANY OTHER WALL REQUIRED 12.
STOPPED.
ALL PENETRATIONS IN FIRE WALLS SHALL BE FIRE 11.
PLANS FOR FIRE WALLS.
WITH FIRE STOPPING MATERIAL. REFER TO PARTIAL
TO THE UNDERSIDE OF ROOF DECK ABOVE AND SEAL
ON FIRE-RATED WALLS EXTEND ENTIRE WALL ASSEMBLY 10.
NEEDED FOR LATERAL BRACING OF WALLS.
CONTRACTOR TO PROVIDE STRAP BRACING IN WALLS AS 9.
MISCELLANEOUS METAL STUD DETAILS.
REFER TO THE 2A-540 SERIES DRAWINGS FOR 8.
REFER TO FINISH SCHEDULE FOR WALL FINISHES.7.
SO THAT CMU WALL IS ABUTTING THE CONCRETE WALL.
WALL SHALL BE REMOVED AT THE CMU WALL LOCATION,
EXTERIOR. INTERIOR RIGID INSULATION AT EXTERIOR
NSTALL FIRE RATED WALL TIGHT TO CONCRETE WALL AT 6.
BEHIND WALL MOUNTED EQUIPMENT WITH PHOTOS.
DOCUMENT THAT BLOCKING HAS BEEN PROVIDED
MOUNTED EQUIPMENT. THE CONTRACTOR SHALL
BOARDS, FURNITURE, FURNISHINGS, AND OTHER WALL
PROVIDE WALL BLOCKING AT GRAB BARS, VISUAL 5.
EXTENDED TO UNDERSIDE OF DECK ABOVE AND SEALED.
SHALL BE CONTINUOUS FROM CONCRETE FLOOR SLAB
WALLS SURROUNDING ROOMS WITH EXPOSED CEILINGS 4.
CORRIDOR 102, AND VESTIBULE 109.
GYPSUM BOARD TO A HEIGHT OF 9'-0": VESTIBULE 101,
RESISTANT GYPSUM BOARD INSTEAD OF REGULAR
THE FOLLOWING ROOMS SHALL USE HIGH IMPACT 3.
C840, SYSTEM XIII, PARAGRAPHS 20.3.1-20.3.7.
INDICATED IN GA-216, PARAGRAPHS 4.7.3.1-4.7.4 OR ASTM
SYSTEMS PER SPEC SECTION 09 29 00 AND WHERE
INSTALL CONTROL JOINTS IN GYPSUM WALL AND CEILING 2.
CONNECTION STRIPS TO LEAVE A CLASS "B" FINISH.
NECESSARY INCLUDING REMOVING PLASTIC
STRIPPING OFF THE INSULATION WITH ANY MEANS
A PART INSULATED CONCRETE FORM SYSTEM OR
CONCRETE WALLS SHALL BE BUILT USING EITHER A TAKE
WHERE INDICATED ON THE DRAWINGS, EXPOSED 1.
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