Attachment_0003_Plans_(Attachment_B).PDF
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Attachment 0003 Plans (Attachment B)
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ROCK ISLAND ARSENAL
U S
ARMY ARRISON
ROCKISA DARS
A
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ROCKISA DARS
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ATTACHMENT B
REPOINT HISTORIC STONE BLDGS
PROJECT:
PR NO: 2017-4854
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C O
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H E
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INDEX OF DRAWINGS
GENERAL
TITLE OF DRAWING
ID.
SHEET
ID.
SHEET
TITLE OF DRAWING
ID.
SHEET
TITLE OF DRAWING
ID.
SHEET
TITLE OF DRAWING
ARCHITECTURAL
COVER SHEETG-001
PROJECT LOCATION AND DRAWING INDEXG-002
C1
VICINITY MAP
D R
A W
IN
G I
N D
E X
A N
D
P R
O J E
C T L
O C
A T
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N
C2
AERIAL MAP OF ROCK ISLAND ARSENAL
NOT TO SCALE (NTS)NOT TO SCALE (NTS)
ABBREVATIONS, SYMBOLS, AND GENERAL SHEET NOTESG-003
ARSENAL
ROCK ISLAND
ILLINOIS
IOWA
INDIANA
KENTUCKY
MISSOURI
WISCONSIN
CHICAGO
ST. LOUIS
G-002
BLDG 64 PHOTOS 2A-904
BLDG 50 PHOTOS 1A-901
BLDG 50 PHOTOS 2A-902
BLDG 64 PHOTOS 1A-903
BLDG 65 PHOTOSA-905
BLDG 106 PHOTOS 1A-906
BLDG 106 PHOTOS 2A-907
BLDG 360 PHOTOS A-908
BLDG 321 PHOTOS A-909
BLDG 205 PHOTOS A-910
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ROCKISA DARS
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D B
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D W
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K D B
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D A
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H J J
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GENERAL NOTES
A-000
A-000
XX
A-000
SECTION NUMBER
SECTION IS DRAWN
DWG. NO. WHERE
SECTION MARK
A-000
ELEVATION NUMBER
ELEVATION IS DRAWN
DWG. NO. WHERE
BUILDING ELEVATION MARK
NUMBER (TYP.)
ELEVATION
ELEVATION IS DRAWN
DWG. NO. WHERE
INTERIOR ELEVATION MARK
DETAIL IS DRAWN
DWG. NO. WHERE
CALLOUT HEAD
NUMBER (TYP.)
DETAIL
AREA COVERED BY DETAIL
DOOR TAG WINDOW TAG PARTITION TYPE
TAG
KEYNOTE
(HEIGHT)
CEILING TAG
0'-0" A.F.F.X0'-0"
(TYPE & HEIGHT)
CEILING TAG
CEILING HGT.
CEILING TYPE
SCALE
DETAIL IDENTIFIER (MODULE LETTER AND NUMBER)
A1
NORTH ARROW
12 B 1
PLAN, ELEVATION, SECTION, OR DETAIL NAME
PLAN, ELEVATION, SECTION, OR DETAIL VIEW TITLE
PLAN SYMBOLS:
SYMBOLS:
VIEW TITLES:
TYPE
WALL/PARTITION
ARCHITECTURAL ABBREVIATIONS
CL
A N
D G
E N
E R
A L S
H E
E T N
O T
E S
A B
B R
E V
A T
IO
N S S
Y M
B O
L S
N
FE
FT
FDC
FAC
ETD
EXT
EXP TO STRUCT
EJ (EXP JT)
EXP
EXIST
EQ
EQUIP
ENGR
EP
ERD
EL
ELEC
EA
DWG
DESC
DS
DN
DR
DISP
DIM
DIA
DET
CY
CJ
CONTR
CONT
CONST
CMU
COR
COOR
CONC
COL
CO
CLOS
CO
CLR
CT
C TO C
CTR
CLG HT
CLG
CPT
CH
CFCI
BLDG
BTM
BD
BLKG
BM
BHMA
AWI
AVG
ATFP
ARCH
APPROX
APP
L
AL / ALUM
AC
ANOD
AB
ACOUST.
ADJ
ACCESS
ADAAG
ACC DR
AFF
FIRE EXTINGUISHER
FEET
FIRE DEPARTMENT CONNECTION
FACTORY
ESTIMATED TRAVEL DISTANCE
EXTERIOR
EXPOSED TO STRUCTURE
EXPANSION JOINT
EXPANSION / EXPOSED
EXISTING
EQUAL
EQUIPMENT
ENGINEER
EPOXY PAINT
EMERGENCY ROOF DRAIN
ELEVATION
ELECTRICAL OR ELECTRIC
EACH
DRAWING
DESCRIPTION
DOWNSPOUT
DOWN
DOOR
DISPENSER
DIMENSION
DIAMETER
DETAIL
CUBIC YARD
CONTROL JOINT
CONTRACTOR
CONTINUOUS
CONSTRUCTION
CONCRETE MASONRY UNIT
REPRESENTATIVE
CONTRACTING OFFICER'S
CORRIDOR
CONCRETE
COLUMN
COMPANY
CLOSET
CLEANOUT
CLEAR
CERAMIC TILE
CENTER TO CENTER
CENTER LINE
CENTER
CEILING HEIGHT
CEILING
CARPET
CHANNEL
INSTALLED
CONTRACTOR FURNISHED CONTRACTOR
BUILDING
BOTTOM
BOARD
BLOCKING
BEAM
ASSOCIATION, INC.
BUILDER'S HARDWARE MANUFACTURER'S
ARCHITECTURAL WOODWORK INSTITUTE
AVERAGE
ANTI TERRORISM / FORCE PROTECTION
AT
ARCHITECTURAL
APPROXIMATE
APPROVED
ANGLE
AND
ALUMINUM
AIR CONDITIONING
ANODIZED
ANCHOR BOLT
ACOUSTICAL
ADJUST/ ADJUSTABLE
ACCESSORIES
ACCESSIBILITY GUIDELINES
AMERICAN WITH DISABILITIES
ACCESS DOOR / PANEL
ABOVE FINISHED FLOOR
HEALTH ACT
OCCUPATIONAL SAFETY AND
OUTSIDE DIAMETER
OPPOSITE
OPEN WEB
OPENING
OPPOSITE HAND
GOVERNMENT INSTALLED
OWNER FURNISHED
CONTRACTOR INSTALLED
OWNER FURNISHED
ON CENTER
ASSOCIATION
NATIONAL FIRE PROTECTION
NOT TO SCALE
NUMBER
NOT IN CONTRACT
MISCELLANEOUS
MINIMUM
METAL WALL PANEL
METAL
MECHANICAL
MAXIMUM
MATERIAL
MANUFACTURER
MANAGER
MASONRY OPENING
MASONRY
LOW POINT
LOUVER
LONGITUDINAL
LIGHTING
LIGHT
LEFT HAND REVERSE
LEFT HAND
LAVATORY
LANDING
LAMINATE
KICK PLATE
JOIST
JOINT
CODE
INTERNATIONAL RESIDENTIAL
INTERIOR
INSULATION
INSIDE DIAMETER
INCH
CONDITIONING
HEATING VENTILATION & AIR
HOSE BIBB
HORIZONTAL
HOLLOW METAL
HIGH POINT
HIGH
HEIGHT
HARDWARE
HANDRAIL
HOOKS
GYPSUM BOARD
GYPSUM
GOVERNMENT
GLASS
GLOSSY PAINT
GOVERNMENT INSTALLED
GOVERNMENT FURNISHED
CONTRACTOR INSTALLED
GOVERNMENT FURNISHED
GYPSUM BOARD FURRING
GALVANIZED
GAGE OR GAUGE
FIELD VERIFY
FOUNDATION
FOOTING
FLUORESCENT
FLOOR DRAIN
FLOOR
FINISHED FLOOR
FLAT PAINT
FINISH
YARD
WINDOW ROUGH OPENING
WEATHERSTRIPPING
WATER RESISTANT GYPSUM BOARD
WITHOUT
WINDOW
WOOD
WALL CLEAN OUT
WATER CLOSET
WITH
WIDTH
VENT THRU ROOF
VINYL COVE BASE
VINYL COMPOSITION TILE
VESTIBULE
VERTICAL
UNLESS NOTED OTHERWISE
UNFINISHED
UNDERWRITERS LABORATORIES
UNIFIED FACILITIES CRITERIA
TYPICAL
TOUCH-UP
TOP OF WALL
TOP OF STEEL
TOP OF CURB
TOP OF CONCRETE
TOP OF BEAM
TOP OF
TEMPERED GLASS
THRESHOLD
THICK
TELEPHONE
TOILET
SUSPENDED
STRUCTURAL
STORAGE
STEEL
STANDARD
STAINLESS STEEL
STAIN
SQUARE
SPRAYED FIRE RESISTIVE MATERIAL
SPECIFICATION
SOUND TRANSMISSION CLASS
SIMILAR
SHEET METAL
SEMI-GLOSS PAINT
SECTION
SCHEDULE
SOLID CORE WOOD
SEALED CONCRETE
RUBBER BASE
ROUGH OPENING
ROOM
RIGHT HAND REVERSE
RIGHT HAND
ROOF DRAIN
REVISIONS / REVISED
REQUIRED
REINFORCEMENT
REFERENCE
QUARRY TILE
PREFABRICATED
PRE-MOLDED JOINT FILLER
POUNDS / SQUARE INCH
POUNDS / SQUARE FOOT
POUNDS
PLYWOOD
PLATE
PLASTER OR PLASTIC
PARTITION
PANEL
PAIR
PAINT OR PRESSURE TREATED
POWER DISTRIBUTION UNIT
OVERHEAD
OSHA
OD
OPP
OW
OPNG
OH
OFGI
OFCI
OC
NFPA
NTS
NO (#)
NIC
MISC
MIN
MWP
MTL
MECH
MAX
MATL
MANUF
MGR
MO
MAS
LP
LVR
LONG
LTG
LT
LHR
LH.
LAV
LDG
LAM
KP
JST
JT
IRC
INT
INSUL
ID
IN
HVAC
HB
HORIZ
HM
HP
H
HGT
HDW
HR
HKS
GYP BD (GWB)
GYP
GOVT
GL
GP
GFGI
GFCI
GBF
GALV
GA
FV
FDN
FTG
FLUOR
FD
FLR
FF
FP
FIN
YD
WRO
WS
WRGB
W/O
WDW
WD
WCO
WC
W/
W
VTR
VCB
VCT
VEST
VERT
UNO
UNFIN
UL
UFC
TYP
TU
T/W
TOW
T/C
TOC
TOB
T/
TG
T'HOLD
THK
TEL
TOIL / TLT
SUSP
STRUCT
STOR
STL
STD
SS
ST
SQ
SFRM
SPEC(S)
STC
SIM
SHT MET
SGP
SECT
SCHED
SCW
SC
RB
RO
RM
RHR
RH
RD
REV
REQ'D
REINF
REF
QT
PRE-FAB
PMJF
PSI
PSF
LBS OR #
PLYWD
PL
PLAS
PART
PNL
PR
PT
PDU
OVHD
G-003
MAY BE REQUIRED FOR WORK TO BE PERFORMED.
DEMOLITION OR NEW WORK MAY NOT BE SOLELY INDICATED ON THEIR CORRESPONDING SHEETS, BUT 16.
LISTED ON DRAWINGS TAKE PRECEDENCE OVER SPECIFICATIONS.
GOVERNMENT APPROVAL. CONTRACTOR SHALL ADD THESE TO THEIR SUBMITTAL REGISTER. PRODUCTS ALL PRODUCTS LISTED ON DRAWINGS AND NOT INDICATED IN SPECIFICATIONS SHALL BE SUBMITTED FOR 15.
PERSONS AND PROPERTY AS NECESSARY.
PROPERTY AT ALL TIMES, AND EXECUTE THE WORK IN SUCH A MANNER TO AVOID ANY HAZARD TO THE CONTRACTOR SHALL PLAN THEIR WORK TO PROVIDE ADEQUATE PROTECTION FOR PERSONS AND 14.
SPECIFICALLY NOTED OR SHOWN ON DRAWINGS.
DO NOT CUT INTO, REMOVE, OR ALTER ANY STRUCTURAL MEMBER OR FLOOR SYSTEM UNLESS IT IS 13.
ALL DISSIMILAR METALS SHALL BE ISOLATED FROM EACH OTHER TO AVOID GALVANIC CORROSION.12.
MANUFACTURER'S STANDARDS.
PROVIDE THE MINIMUM EXPANSION, CONTRACTION, AND CONTROL JOINTS IN ALL WORK PER PRODUCT 11.
APPLIED.
NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, AND ALTERATION OPERATIONS SHALL BE 10.
DO NOT SCALE DRAWINGS; LARGE SCALE DETAILS GOVERN OVER SMALL SCALE DETAILS. 9.
AS ACCURATE. VERIFY EXISTING CONDITIONS THAT MAY AFFECT THE WORK PRIOR TO BID.
THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. DIMENSIONS AND PLANS ARE NOT WARRANTED 8.
MATERIALS AND RUBBISH.
THE CONTRACTOR SHALL PAY FOR AND COORDINATE THE REMOVAL AND LEGAL DISPOSAL OF 7.
AGREEMENT.
ALL WORK NOTED "N.I.C." IS NOT MEANT TO BE PART OF THE CONSTRUCTION SCOPE OF WORK 6.
THE CONTRACTOR SHALL PROTECT ANY EXISTING, IN-PLACE, AND/OR NEW WORK.5.
WORK SHALL BE LEFT IN AN UNFINISHED OR INCOMPLETE CONDITION.
THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL PARTS OF THE WORK SO THAT NO 4.
SHALL NOT BE CONSTRUED TO EXCLUDE OTHER ITEMS NECESSARY OR IMPLIED THEREFROM.
THE ENUMERATION OF PARTICULAR ITEMS OF WORK IN ONE PORTION OF THE CONTRACT DOCUMENTS 3.
REQUIREMENTS OF THE CONTRACT DOCUMENTS.
INDICATE OR DESCRIBE ALL WORK REQUIRED FOR THE FULL PERFORMANCE AND COMPLETION OF THE THE DRAWINGS INDICATE THE GENERAL EXTENT OF WORK. THE DRAWINGS ARE NOT INTENDED TO 2.
KEYNOTES APPLY TO ELEMENTS ON THE SHEET AS INDICATED, UNLESS NOTED OTHERWISE.
ALL PLANS, ELEVATIONS, SECTIONS, AND DETAILS FOR THAT SHEET, UNLESS NOTED OTHERWISE.
THE COMPLETE PLAN SET AND SPECIFICATIONS, UNLESS NOTED OTHERWISE. SHEET NOTES APPLY TO NOTES FOUND ON G-SHEETS, ARE GENERAL NOTES AND APPLY TO THE ENTIRE PROJECT TO INCLUDE 1.
RATING, AND STRUCTURAL INTEGRITY OF THE BUILDING.
SHALL BE INSTALLED IN A MANNER THAT WILL PRESERVE THE MOISTURE RESISTIVENESS, FIRE ALL MECHANICAL, ELECTRICAL AND PLUMBING WORK THAT PENETRATE FLOORS, WALLS, OR ROOFING 29.
SHALL BE REVIEWED WITH THE ARCHITECT PRIOR TO PROCEEDING.
ELECTRICAL AND PLUMBING WORK. ALL ACCESS PANELS SHALL BE CONCEALED AND LOCATIONS
PROVIDE ACCESS PANELS AS REQUIRED BY APPLICABLE CODES AND AS REQUIRED FOR MECHANICAL, 28.
A FINISH INDICATION ON A WALL SHALL MEAN THE ENTIRE LENGTH AND HEIGHT OF WALL INDICATED. 27.
DETAILS.
REVIEWED AND NOTES ON INDIVIDUAL SHEETS SHALL BE APPLIED TO RELATED DRAWINGS AND
NOTES APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS AND MATERIALS. SHEETS ARE TO BE 26.
AND REGULATORY AGENCIES.
THE CONTRACTOR SHALL PERFORM WORK IN ACCORDANCE WITH APPLICABLE CODES, ORDINANCES, 25.
THE CONTRACTOR SHALL COMPLY WITH INSTALLATION POLICIES AND PROCEDURES.24.
AUTHORITIES HAVING JURISDICTION.
THE CONTRACTOR SHALL OBTAIN NECESSARY BUILDING AND FIRE PERMITS FROM THE INSTALLATION 23.
IMMEDIATELY RESTORE POWER ONCE WORK IS COMPLETE AND SAFE CONDITIONS EXIST.
FOR BUILDING OCCUPANTS DURING NORMAL WORKING HOURS. THE CONTRACTOR SHALL
EXIST FOR BOTH THE CONTRACTOR AND BUILDING OCCUPANTS, THEN POWER SHALL BE RESTORED OUTSIDE NORMAL INSTALLATION WORKING HOURS WHEN POSSIBLE. IF SAFE WORKING CONDITIONS SPECIFICATIONS. ALL WORK REQUIRING POWER REMOVAL SHALL BE DONE IN A TIMELY MANNER AND
THE CONTRACTOR SHALL MAKE REQUESTS TO DISCONNECT POWER OR UTILITIES PER 22.
CLOSED ON GOVERNMENT HOLIDAYS. CONTACT THE C.O.R. FOR A LIST OF GOVERNMENT HOLIDAYS.
CONTRACTING OFFICER'S REPRESENTATIVE (C.O.R.) TWO WEEKS PRIOR. THE FACILITY WILL BE
HOURS OUTSIDE THE NORMAL RANGE REQUIRES COORDINATION AND APPROVAL FROM THE
NORMAL INSTALLATION WORKING HOURS WILL BE BETWEEN 0700-1700, MONDAY THROUGH FRIDAY. 21.
DRAWINGS AND REQUEST ADDITIONAL INFORMATION PRIOR TO BIDDING.
EXCEPTIONS TO THIS RULE AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO THOROUGHLY REVIEW
LINE WORK. GRAY SCALE LINE WORK DENOTES EXISTING CONDITIONS. NOTE: THERE ARE
BEING INCLUDED IN THE WORK ARE GENERALLY SHOWN IN HEAVY (BOLD) LINE WEIGHT AND BLACK IN ORDER TO MORE CLEARLY DEPICT WORK BEING IDENTIFIED ON A DRAWING, ITEMS NOTED AS 20.
STRUCTURES AS NECESSARY TO FACILITATE THE WORK.
CONTRACTOR SHALL EITHER PROTECT OR RELOCATE ADJACENT ITEMS, EQUIPMENT, AND
TO PERFORM THE WORK AS AWARDED BY THE BASE BID, OPTION, OR CONTRACT MODIFICATION, THE 19.
DISPOSE OF DEMOLISHED AND WASTE MATERIALS OFF SITE UNLESS OTHERWISE NOTED.18.
WITH C.O.R. AND FACILITY MANAGER.
CONTRACTOR SHALL COORDINATE PARKING, JOB TRAILER, STAGING AND OTHER NECESSARY SPACES 17.
ATTENTION OF THE C.O.R. PRIOR TO PROCEEDING WITH THE WORK.
CONFLICTING REQUIREMENTS OF THE SOURCES LISTED ABOVE SHALL BE BROUGHT TO THE
WORKMANSHIP, AS WELL AS, ALL REQUIREMENTS IN THESE DRAWINGS AND SPECIFICATIONS. ANY
INDUSTRY OR MANUFACTURER'S PUBLISHED STANDARDS FOR QUALITY OF MATERIALS AND
ALL WORK SHALL BE DONE IN A WORKMAN LIKE MANNER. WORK SHALL CONFORM TO APPLICABLE 30.
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A3
PHOTO KEY
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PHOTO
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NOT TO SCALE (N.T.S.)
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N
A-901
28'-10"
64'-0"
" = 1'-0"16
1SCALE :
65'-10" 27'-0"
B L
D G
P
H O
T O
S
2 3
C
4 5
T E
A P
P R
M A
R K
D E
S C
R
IP
T
IO
N U
S
ARMY ARRISON
ROCKISA DARS
A
U B
E PL
RI
U S
U N
UM
S U
B M
IT
T E
D B
Y
D W
N B
Y
D E
S
IG
N E
D B
Y : C
K D B
Y
D A
T E
H J J
G J S
G
B A
D T
R A
M
D
IR
E C
T O
R O
F P
U B
L
IC
W
O R
K S
A P
P R
O V
E D B
O J E
C T N
O
D R
A W
IN
G N
O
R O
C K I S
L A
N D
IL
-5
D
IR
E C
T O
R A
T E O
F P
U B
L
IC
W
O R
K S
U .S
A R
M Y G
A R
R
IS
O N R
O C
K I S
L A
N D A
R S
E N
A L
H J
U S
T
IC
E
R A
S O
L
IC
IT
A T
IO
N N
O
41 2 3 5
A
B
C
D
F
E B
-4
N A
G
B A
D T
R A
M
A C
T
IN
G C
H
IE
F O
F E
N G
IN
E E
R
IN
G
B U
IL
D
IN
G S B
L D
G S
R E
P O
IN
T H
IS
T O
R
IC
S
T O
N E
PHOTO
A3
PHOTO KEY
NOT TO SCALE (N.T.S.)
PHOTO
NOT TO SCALE (N.T.S.)
PHOTO
NOT TO SCALE (N.T.S.)
PHOTO
NOT TO SCALE (N.T.S.)
PHOTO
NOT TO SCALE (N.T.S.)
PHOTO
NOT TO SCALE (N.T.S.)
N
A-902
28'-10"
64'-0"
" = 1'-0"16
1SCALE :
65'-10" 27'-0"
ON EACH FACE OF CORNER.
CORNER. INSTALL MOVEMENT JOINT
MOVEMENT JOINTS WITHIN 5'-0" OF
INSTALL (2) NEW VERTICAL
FACE OF CORNER.
INSTALL MOVEMENT JOINT ON EACH
JOINTS WITHIN 5'-0" OF CORNER.
INSTALL (2) NEW VERTICAL MOVEMENT
FACE OF CORNER.
MOVEMENT JOINT ON EACH
5'-0" OF CORNER. INSTALL
MOVEMENT JOINTS WITHIN
INSTALL (2) NEW VERTICAL
FACE OF CORNER.
MOVEMENT JOINT ON EACH
5'-0" OF CORNER. INSTALL
MOVEMENT JOINTS WITHIN
INSTALL (2) NEW VERTICAL
JOINT ON EACH FACE OF CORNER.
OF CORNER. INSTALL MOVEMENT
MOVEMENT JOINTS WITHIN 5'-0"
INSTALL (2) NEW VERTICAL
JOINT ON EACH FACE OF CORNER.
OF CORNER. INSTALL MOVEMENT
MOVEMENT JOINTS WITHIN 5'-0"
INSTALL (2) NEW VERTICAL
CENTER OF WALL
MOVEMENT JOINTS APPROX.
INSTALL NEW VERTICAL CENTER OF WALL
MOVEMENT JOINTS APPROX.
INSTALL NEW VERTICAL
SYSTEM
RETROFIT VERTICAL MOVEMENT JOINT
SEE G-SHEET FOR DESIGN BASIS OF THE
:NOTE
SHEET NOTES
AND MEASUREMENTS PRIOR TO BIDDING.
MEASUREMENTS ARE NOT WARRANTED AS ACCURATE FOR BID PURPOSES. CONTRACTOR SHALL FIELD VERIFY QUANITIES 4.
THE APPROXIMATE GROSS SQUARE FOOT OF THE EXTERIOR ELEVATIONS: 8,200 SQUARE FEET.3.
VERTICAL PATTERN BOTH SIDES OF THE VERTICAL JOINT EVERY 2 COURSES.
STAINLESS STEEL 16" HELIBAR WITH 8" DEBOND SLEEVE PLACED EVERY 4 COURSES AND HELIFIX WALL TIES INSTALLED IN A DESIGN BASIS OF THE RETROFIT VERTICAL MOVEMENT SYSTEM IS THE HELIFIX MOVEMENT JOINT. SYSTEM CONSISTS OF 304 2.
THE APPROXIMATE HEIGHT OF BUILDING 50 AT THE HIGHEST POINT ABOVE GRADE IS 21'-0".1.
B L
D G
P
H O
T O
2 3
C
4 5
T E
A P
P R
M A
R K
D E
S C
R
IP
T
IO
N U
S
ARMY ARRISON
ROCKISA DARS
A
U B
E PL
RI
U S
U N
UM
S U
B M
IT
T E
D B
Y
D W
N B
Y
D E
S
IG
N E
D B
Y : C
K D B
Y
D A
T E
H J J
G J S
G
B A
D T
R A
M
D
IR
E C
T O
R O
F P
U B
L
IC
W
O R
K S
A P
P R
O V
E D B
O J E
C T N
O
D R
A W
IN
G N
O
R O
C K I S
L A
N D
IL
-5
D
IR
E C
T O
R A
T E O
F P
U B
L
IC
W
O R
K S
U .S
A R
M Y G
A R
R
IS
O N R
O C
K I S
L A
N D A
R S
E N
A L
H J
U S
T
IC
E
R A
S O
L
IC
IT
A T
IO
N N
O
41 2 3 5
A
B
C
D
F
E B
-4
N A
G
B A
D T
R A
M
A C
T
IN
G C
H
IE
F O
F E
N G
IN
E E
R
IN
G
B U
IL
D
IN
G S B
L D
G S
R E
P O
IN
T H
IS
T O
R
IC
S
T O
N E
PHOTO
A2
PHOTO KEY
NOT TO SCALE (N.T.S.)
PHOTO
NOT TO SCALE (N.T.S.)
PHOTO
NOT TO SCALE (N.T.S.) N
A-903 " = 1'-0"16
1SCALE :
SHEET NOTES
B L
D G
P
H O
T O
S
300'-1"
60'-0"
238'-9"
26'-3"
REQUIRE REPOINTING
BLOCK BLDG DOES NOT
60'-0"
COR TO DISCONNECT POWER.
TRANSFORMER HOUSING. CONTACT
DAYS.
MORNING AND RECONNECTED AT THE END OF THE WORKING DAY. CONTRACTOR CAN PERFORM WORK DURING NORMAL WORK PROVIDE ALL THE NECESSARY LABOR AND MATERIALS TO MAKE THE DISCONNECTION. POWER SHALL BE DISCONNECTED IN THE CONTRACTOR SHALL CONTRACT C.O.R. IN WRITING TWO PRIOR TO WORKING NEAR THE TRANSFORMER. THE GOVERNMENT SHALL 5.
USE THE PHOTO KEY ON THIS SHEET FOR SHEET A-904.4.
MEASUREMENTS PRIOR TO BIDDING.
MEASUREMENTS ARE NOT WARRANTED AS ACCURATE FOR BID PURPOSES. CONTRACTOR SHALL FIELD VERIFY QUANITIES AND 3.
THE APPROXIMATE GROSS SQUARE FOOT OF THE EXTERIOR ELEVATIONS: 53,000 SQUARE FEET.2.
THE APPROXIMATE HEIGHT OF BUILDING 64 AT THE HIGHEST POINT ABOVE GRADE IS 50'-0".1.
PROJECT.
MAINTAINED THROUGHOUT THE
GOVERNMENT USE SHALL BE
ACCESS TO OVERHEAD DOOR FOR
PROJECT.
MAINTAINED THROUGHOUT THE
GOVERNMENT USE SHALL BE
ACCESS TO OVERHEAD DOOR FOR
2 3
C
4 5
T E
A P
P R
M A
R K
D E
S C
R
IP
T
IO
N U
S
ARMY ARRISON
ROCKISA DARS
A
U B
E PL
RI
U S
U N
UM
S U
B M
IT
T E
D B
Y
D W
N B
Y
D E
S
IG
N E
D B
Y : C
K D B
Y
D A
T E
H J J
G J S
G
B A
D T
R A
M
D
IR
E C
T O
R O
F P
U B
L
IC
W
O R
K S
A P
P R
O V
E D B
O J E
C T N
O
D R
A W
IN
G N
O
R O
C K I S
L A
N D
IL
-5
D
IR
E C
T O
R A
T E O
F P
U B
L
IC
W
O R
K S
U .S
A R
M Y G
A R
R
IS
O N R
O C
K I S
L A
N D A
R S
E N
A L
H J
U S
T
IC
E
R A
S O
L
IC
IT
A T
IO
N N
O
41 2 3 5
A
B
C
D
F
E B
-4
N A
G
B A
D T
R A
M
A C
T
IN
G C
H
IE
F O
F E
N G
IN
E E
R
IN
G
B U
IL
D
IN
G S B
L D
G S
R E
P O
IN
T H
IS
T O
R
IC
S
T O
N E
PHOTO
NOT TO SCALE (N.T.S.)
PHOTO
NOT TO SCALE (N.T.S.)
PHOTO
NOT TO SCALE (N.T.S.)
A-904
B L
D G
P
H O
T O
S
PHOTO
NOT TO SCALE (N.T.S.)
PHOTO
NOT TO SCALE (N.T.S.)
PHOTO
NOT TO SCALE (N.T.S.)
PHOTO
NOT TO SCALE (N.T.S.)
PHOTO
NOT TO SCALE (N.T.S.)
PHOTO
NOT TO SCALE (N.T.S.)
PHOTO
NOT TO SCALE (N.T.S.)
PHOTO
NOT TO SCALE (N.T.S.)
PHOTO
NOT TO SCALE (N.T.S.)
2 3
C
4 5
T E
A P
P R
M A
R K
D E
S C
R
IP
T
IO
N U
S
ARMY ARRISON
ROCKISA DARS
A
U B
E PL
RI
U S
U N
UM
S U
B M
IT
T E
D B
Y
D W
N B
Y
D E
S
IG
N E
D B
Y : C
K D B
Y
D A
T E
H J J
G J S
G
B A
D T
R A
M
D
IR
E C
T O
R O
F P
U B
L
IC
W
O R
K S
A P
P R
O V
E D B
O J E
C T N
O
D R
A W
IN
G N
O
R O
C K I S
L A
N D
IL
-5
D
IR
E C
T O
R A
T E O
F P
U B
L
IC
W
O R
K S
U .S
A R
M Y G
A R
R
IS
O N R
O C
K I S
L A
N D A
R S
E N
A L
H J
U S
T
IC
E
R A
S O
L
IC
IT
A T
IO
N N
O
41 2 3 5
A
B
C
D
F
E B
-4
N A
G
B A
D T
R A
M
A C
T
IN
G C
H
IE
F O
F E
N G
IN
E E
R
IN
G
B U
IL
D
IN
G S B
L D
G S
R E
P O
IN
T H
IS
T O
R
IC
S
T O
N E
PHOTO
A4
PHOTO KEY
NOT TO SCALE (N.T.S.)
A-905
" = 1'-0"8
1SCALE :
SHEET NOTES
B L
D G
P
H O
T O
AND MEASUREMENTS PRIOR TO BIDDING.
MEASUREMENTS ARE NOT WARRANTED AS ACCURATE FOR BID PURPOSES. CONTRACTOR SHALL FIELD VERIFY QUANITIES 3.
THE APPROXIMATE GROSS SQUARE FOOT OF THE EXTERIOR ELEVATIONS: 2,000 SQUARE FEET.2.
THE APPROXIMATE HEIGHT OF BUILDING 65 AT THE HIGHEST POINT ABOVE GRADE IS 152'-0".1.
N
13'-10"
PHOTO
NOT TO SCALE (N.T.S.)
PHOTO
NOT TO SCALE (N.T.S.)
PHOTO
PHOTO
NOT TO SCALE (N.T.S.)
PHOTO
NOT TO SCALE (N.T.S.)
3 4
2 3
C
4 5
T E
A P
P R
M A
R K
D E
S C
R
IP
T
IO
N U
S
ARMY ARRISON
ROCKISA DARS
A
U B
E PL
RI
U S
U N
UM
S U
B M
IT
T E
D B
Y
D W
N B
Y
D E
S
IG
N E
D B
Y : C
K D B
Y
D A
T E
H J J
G J S
G
B A
D T
R A
M
D
IR
E C
T O
R O
F P
U B
L
IC
W
O R
K S
A P
P R
O V
E D B
O J E
C T N
O
D R
A W
IN
G N
O
R O
C K I S
L A
N D
IL
-5
D
IR
E C
T O
R A
T E O
F P
U B
L
IC
W
O R
K S
U .S
A R
M Y G
A R
R
IS
O N R
O C
K I S
L A
N D A
R S
E N
A L
H J
U S
T
IC
E
R A
S O
L
IC
IT
A T
IO
N N
O
41 2 3 5
A
B
C
D
F
E B
-4
N A
G
B A
D T
R A
M
A C
T
IN
G C
H
IE
F O
F E
N G
IN
E E
R
IN
G
B U
IL
D
IN
G S B
L D
G S
R E
P O
IN
T H
IS
T O
R
IC
S
T O
N E
PHOTO
A2
PHOTO KEY
NOT TO SCALE (N.T.S.)
PHOTO
NOT TO SCALE (N.T.S.)
PHOTO
NOT TO SCALE (N.T.S.)
N
A-906 " = 1'-0"16
1SCALE :
SHEET NOTES
300'-0"
60'-0"
238'-6"
60'-0"
B L
D G
P
H O
T O
S
REPOINTING
BLDGS DO NOT REQUIRE
NOT REQUIRE REPOINTING
BLOCK BLDG VESTIBULE DOES
NOT REQUIRE REPOINTING
BLOCK BLDG ADDITION DOES
PRIOR TO GAIN WORK ACCESS.
THE COURTYARD REQUIRES ADVANCE WRITTEN NOTICE. THE CONTRACTOR SHALL REQUEST ACCESS 4 WEEKS IN ADVANCE BUILDING 106 COURT YARD HOUSES THE RECYCLING AND WASTE DISPOSAL FOR THE INSTALLATION. WORK PERFORMED IN 5.
USE THE PHOTO KEY ON THIS SHEET FOR SHEET A-907.4.
AND MEASUREMENTS PRIOR TO BIDDING.
MEASUREMENTS ARE NOT WARRANTED AS ACCURATE FOR BID PURPOSES. CONTRACTOR SHALL FIELD VERIFY QUANITIES 3.
THE APPROXIMATE GROSS SQUARE FOOT OF THE EXTERIOR ELEVATIONS: 53,000 SQUARE FEET.2.
THE APPROXIMATE HEIGHT OF BUILDING 106 AT THE HIGHEST POINT ABOVE GRADE IS 50'-0".1.
120'-2"
12 13
2 3
C
4 5
T E
A P
P R
M A
R K
D E
S C
R
IP
T
IO
N U
S
ARMY ARRISON
ROCKISA DARS
A
U B
E PL
RI
U S
U N
UM
S U
B M
IT
T E
D B
Y
D W
N B
Y
D E
S
IG
N E
D B
Y : C
K D B
Y
D A
T E
H J J
G J S
G
B A
D T
R A
M
D
IR
E C
T O
R O
F P
U B
L
IC
W
O R
K S
A P
P R
O V
E D B
O J E
C T N
O
D R
A W
IN
G N
O
R O
C K I S
L A
N D
IL
-5
D
IR
E C
T O
R A
T E O
F P
U B
L
IC
W
O R
K S
U .S
A R
M Y G
A R
R
IS
O N R
O C
K I S
L A
N D A
R S
E N
A L
H J
U S
T
IC
E
R A
S O
L
IC
IT
A T
IO
N N
O
41 2 3 5
A
B
C
D
F
E B
-4
N A
G
B A
D T
R A
M
A C
T
IN
G C
H
IE
F O
F E
N G
IN
E E
R
IN
G
B U
IL
D
IN
G S B
L D
G S
R E
P O
IN
T H
IS
T O
R
IC
S
T O
N E
PHOTO
NOT TO SCALE (N.T.S.)
PHOTO
NOT TO SCALE (N.T.S.)
PHOTO
NOT TO SCALE (N.T.S.)
A-907
PHOTO
NOT TO SCALE (N.T.S.)
PHOTO
NOT TO SCALE (N.T.S.)
PHOTO
NOT TO SCALE (N.T.S.)
PHOTO
NOT TO SCALE (N.T.S.)
PHOTO
NOT TO SCALE (N.T.S.)
PHOTO
NOT TO SCALE (N.T.S.)
PHOTO
NOT TO SCALE (N.T.S.)
PHOTO
NOT TO SCALE (N.T.S.)
PHOTO
NOT TO SCALE (N.T.S.)
B L
D G
P
H O
T O
2 3
C
4 5
T E
A P
P R
M A
R K
D E
S C
R
IP
T
IO
N U
S
ARMY ARRISON
ROCKISA DARS
A
U B
E PL
RI
U S
U N
UM
S U
B M
IT
T E
D B
Y
D W
N B
Y
D E
S
IG
N E
D B
Y : C
K D B
Y
D A
T E
H J J
G J S
G
B A
D T
R A
M
D
IR
E C
T O
R O
F P
U B
L
IC
W
O R
K S
A P
P R
O V
E D B
O J E
C T N
O
D R
A W
IN
G N
O
R O
C K I S
L A
N D
IL
-5
D
IR
E C
T O
R A
T E O
F P
U B
L
IC
W
O R
K S
U .S
A R
M Y G
A R
R
IS
O N R
O C
K I S
L A
N D A
R S
E N
A L
H J
U S
T
IC
E
R A
S O
L
IC
IT
A T
IO
N N
O
41 2 3 5
A
B
C
D
F
E B
-4
N A
G
B A
D T
R A
M
A C
T
IN
G C
H
IE
F O
F E
N G
IN
E E
R
IN
G
B U
IL
D
IN
G S B
L D
G S
R E
P O
IN
T H
IS
T O
R
IC
S
T O
N E
PHOTO
A4
PHOTO KEY
NOT TO SCALE (N.T.S.)
PHOTO
NOT TO SCALE (N.T.S.)
PHOTO
NOT TO SCALE (N.T.S.)
PHOTO
NOT TO SCALE (N.T.S.)
PHOTO
NOT TO SCALE (N.T.S.)
PHOTO
NOT TO SCALE (N.T.S.)
PHOTO
NOT TO SCALE (N.T.S.)
N
A-908" = 1'-0"16
1SCALE :
B L
D G
P
H O
T O
S
88'-0"
35'-8"
SHEET NOTES
AND MEASUREMENTS PRIOR TO BIDDING.
MEASUREMENTS ARE NOT WARRANTED AS ACCURATE FOR BID PURPOSES. CONTRACTOR SHALL FIELD VERIFY QUANITIES 3.
THE APPROXIMATE GROSS SQUARE FOOT OF THE EXTERIOR ELEVATIONS: 11,000 SQUARE FEET.2.
THE APPROXIMATE HEIGHT OF BUILDING 360 AT THE HIGHEST POINT ABOVE GRADE IS 42'-0".1.
3 4
6 5
2 3
C
4 5
T E
A P
P R
M A
R K
D E
S C
R
IP
T
IO
N U
S
ARMY ARRISON
ROCKISA DARS
A
U B
E PL
RI
U S
U N
UM
S U
B M
IT
T E
D B
Y
D W
N B
Y
D E
S
IG
N E
D B
Y : C
K D B
Y
D A
T E
H J J
G J S
G
B A
D T
R A
M
D
IR
E C
T O
R O
F P
U B
L
IC
W
O R
K S
A P
P R
O V
E D B
O J E
C T N
O
D R
A W
IN
G N
O
R O
C K I S
L A
N D
IL
-5
D
IR
E C
T O
R A
T E O
F P
U B
L
IC
W
O R
K S
U .S
A R
M Y G
A R
R
IS
O N R
O C
K I S
L A
N D A
R S
E N
A L
H J
U S
T
IC
E
R A
S O
L
IC
IT
A T
IO
N N
O
41 2 3 5
A
B
C
D
F
E B
-4
N A
G
B A
D T
R A
M
A C
T
IN
G C
H
IE
F O
F E
N G
IN
E E
R
IN
G
B U
IL
D
IN
G S B
L D
G S
R E
P O
IN
T H
IS
T O
R
IC
S
T O
N E
PHOTO
A4
PHOTO KEY
NOT TO SCALE (N.T.S.)
A-909
" = 1'-0"8
1SCALE :
SHEET NOTES
B L
D G
P
H O
T O
N
18'-8"
PHOTO
NOT TO SCALE (N.T.S.)
PHOTO
NOT TO SCALE (N.T.S.)
PHOTO
NOT TO SCALE (N.T.S.)
PHOTO
NOT TO SCALE (N.T.S.)
PHOTO
NOT TO SCALE (N.T.S.)
PHOTO
NOT TO SCALE (N.T.S.)
MASONRY CHIMNEY
CONTRACTOR SHALL ALSO REPOINT THE
SEE SHEET NOTES
SEE SHEET NOTES
PROVIDE ADDITIONAL MATERIALS AND LABOR TO PROVIDE A COMPLETE AND USABLE ELECTRICAL SERVICE SYSTEM. 8.
SWITCH GEAR OUTDOOR ENCLOSURE SHALL MEET OR EXCEED: NEMA 1 AND NEMA 3R.7.
INCLUDING C37.20, C37.20.2, C37.20.3, C37.55, C37.57, AND NEMA SG-4.
SWITCHGEAR SHALL MEET OR EXCEED ALL ANSI, IEEE, AND NEMA STANDARDS APPLICABLE TO METAL CLAD SWITCHGEAR 6.
NO CLOSER THAN 5'-0" TO BUILDING 321.
SWITCHES WITH A NEW EXTERIOR PAD MOUNTED TYPE SWITCH GEAR. NEW SWITCH GEAR AND ASSOCIATED PAD SHALL BE EXISTING CONCRETE PADS. INSTALL A NEW DRY TYPE 2400 VOLT TRANSFORMER INSIDE BLDG 321. REPLACE THE DROP-OUT DEMOLISH THE EXISTING PAD MOUNTED 2400 VOLT DROP-OUT TYPE SWITCHES AND 2400 VOLT TRANSFORMER. DEMOLISH 5.
CONCRETE TO FULL DEPTH BELOW SURFACE.
THE CONTRACTOR SHALL DEMOLISH THE WOOD AND CHAIN-LINK FENCING. DEMOLISH FENCING POSTS AND ASSOCIATED 4.
AND MEASUREMENTS PRIOR TO BIDDING.
MEASUREMENTS ARE NOT WARRANTED AS ACCURATE FOR BID PURPOSES. CONTRACTOR SHALL FIELD VERIFY QUANITIES 3.
THE APPROXIMATE GROSS SQUARE FOOT OF THE EXTERIOR ELEVATIONS: 1,200 SQUARE FEET.2.
THE APPROXIMATE HEIGHT OF BUILDING 321 AT THE HIGHEST POINT ABOVE GRADE IS 25'-0".1.
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33'-9"
60'-10 1/2 "60'-1 1/4 "
SHEET NOTES
SHEET NOTE 1.
EXTERIOR METAL STAIR PER
PAINT ALL SURFACES OF
SHEET NOTE 1.
EXTERIOR METAL STAIR PER
PAINT ALL SURFACES OF
WASH, AND SEALING PRODUCTS MUST BE FROM THE SAME MANUFACTURER AND AN APPROVED SYSTEM OF PRODUCTS.
CLEAN AND SEAL EXTERIOR LIMESTONE SURFACE WITH PRODUCTS SPECIFICALLY DESIGNED FOR HISTORIC LIMESTONE MASONRY. CLEANING, AFTER 3.
TRANSMISSION WVT (GRAINS/H FT2) 1.30; PERMANENCE 3.18.
67 WATER ABSORPTION REDUCTION BRICK 97.49%, ASTM C 140 WATER ABSORPTION REDUCTION CMU 95.15%, AND ASTM D 6490 WATER VAPOR WATERPROOFING AND RESTORATION INSTITUTE SPECIFICATIONS AS FOLLOWS: ASTM D 6532 WATER ABSORPTION REDUCTION CONCRETE 86.23%, ASTM C NATURAL STONE TREATMENT THAT REPELS WATER BUT ALLOWS THE STONE TO BREATH AND NOT TRAP MOISTURE. SEALER SHALL MEET THE SEALANT CLEAN HISTORIC MASONRY WITH A SURFACE CLEANER PER SPECIFICATIONS AND NEUTRALIZE CLEANER AS REQUIRED BY MANUFACTURER. APPLY A 2.
APPLIED AT SPREADING RATE RECOMMENDED BY MANUFACTURER TO ACHIEVE A DRY FILM THICKNESS OF 2.0 TO 3.0 MILS.
BASED ON TESTING AND FIELD EXPERIENCE. THE TOP COAT SHALL BE AN INDUSTRIAL TYPE COATING THAT IS AN ALIPHATIC POLYURETHANE ENAMEL WITH ONE ANOTHER AND WITH THE SUBSTRATES INDICATED UNDER CONDITIONS OF SERVICE AND APPLICATION, AS DEMONSTRATED BY MANUFACTURER INTERMEDIATE AND TOP COAT OF PAINT PER MANUFACTURER'S SPECIFICATIONS. PROVIDE PRIMERS, AND FINISH-COAT MATERIALS THAT ARE COMPATIBLE THE CONTRACTOR SHALL PRIME AND PAINT EXISTING EXTERIOR STAIRS; SEE PHOTOS 4 AND 9 THIS SHEET. THE CONTRACTOR SHALL APPLY A PRIMER, 1.
| G-001 |
| G-002 |
| G-003 |
| G-004 |
| A-901 BLDG 50 PHOTOS |
| A-902 BLDG 50 PHOTOS |
| A-903 BLDG 64 PHOTOS 1 |
| A-904 BLDG 64 PHOTOS 2 |
| A-905 BLDG 65 PHOTOS |
| A-906 BLDG 106 PHOTOS 1 |
| A-907 BLDG 106 PHOTOS 2 |
| A-908 BLDG 360 PHOTOS |
| A-909 BLDG 321 PHOTOS |
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