W912HN19B3005_AMD2.PDF
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| File | Type | Posted |
|---|---|---|
| C.04.01_W912HN19B3005_Abstract_Proj_No._091311_SSA_Warehouse.pdf | ||
| C.04.01_W912HN19B3005_Bid_Opening_Sign-In_Sheet_Proj_No._091311_SSA_Warehouse.pdf | ||
| 19B3005vol1.PDF | ||
| amd3.pdf | ||
| W912HN19B3005_AMD3.PDF | ||
| 19B3005vol1.PDF | ||
| amd2.pdf | ||
| amd1.pdf | ||
| 19B3005vol1.PDF | ||
| 19B3005_Site_Visit_Map.pdf | ||
| W912HN19B3005.PDF | ||
| 19B3005vol2.PDF | ||
| 19B3005vol1.PDF |
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80.35
SSMH
82.29
SSMH
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79.65
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FFE: 81.47
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EXISTING BUILDING 8419 TO REMAIN
CONTRACTOR SHALL TAKE CARE TO
AVOID DAMAGE TO EXISTING FIRE
HYDRANT AND PIV IN THIS LOCATION
EXISTING LIGHT POLE TO REMAIN
EXISTING LIGHT POLE TO REMAIN
REMOVE APPROXIMATELY 29,151 SF OF
EXISTING 8" THICK CONCRETE PAVEMENT FOR
INSTALLATION OF NEW WAREHOUSE FACILITY.
ALL CONCRETE TO BE SAWCUT AT THE
EXISTING JOINTS
EXISTING FENCE TO REMAIN
EXISTING FIRE HYDRANT TO REMAIN
LIMITS OF CONSTRUCTION
LIMITS OF CONSTRUCTION
REMOVE APPROXIMATELY 900 SF OF
EXISTING CONCRETE PAVEMENT FOR
INSTALLATION OF NEW WATER LINES
DEMOLISH LARGE EXISTING BOLLARDS ON
THIS SIDE OF THE BUILDING WHERE
REQUIRED TO INSTALL NEW STORM
DRAINAGE SYSTEM
DEMOLISH APPROXIMATELY
45 LF OF EXISTING
PERIMETER FENCE.
COORDINATE WITH FT.
STEWART PERSONNEL PRIOR
TO REMOVAL
EXISTING 8" THICK REINFORCED CONCRETE PAVEMENT
REMOVE APPROXIMATELY 410 SF OF
EXISTING CONCRETE PAVEMENT FOR
INSTALLATION OF NEW LOADING RAMP
REMOVE/RELOCATE EXISTING POWER
POLE. COORDINATE WITH FORT STEWART
DPW AND/OR UTILITY PROVIDER PRIOR TO
CONSTRUCTION
GENERAL NOTE:
1. BASED ON PAST NEARBY PROJECTS,
THERE IS A POSSIBILITY THAT
UNEXPLODED ORDINANCES (UXO) MAY BE
PRESENT IN THE AREA. IN THE EVENT
THAT A SUSPECTED UXO AND/OR
CONTAMINATED SOILS ARE ENCOUNTERED
DURING EXCAVATION AND CONSTRUCTION
ACTIVITIES BASED ON VISUAL OR OTHER
EVIDENCE, THE CONTRACTOR SHALL STOP
WORK IN THE VICINITY OF THE SUSPECTED
DEVICE OR MATERIAL. THE CONTRACTOR
SHALL THEN NOTIFY THE CONTRACTING
OFFICER AND/OR APPROPRIATE FORT
STEWART RESPONSIBLE OFFICIALS
IMMEDIATELY SO THAT THE APPROPRIATE
TESTING AND/OR SUBSEQUENT ACTION
CAN BE TAKEN.
2. CONTRACTOR SHALL MAINTAIN TRAFFIC
ALONG ASSAULT AVENUE DURING
CONSTRUCTION OPERATIONS.
NEW SANITARY SEWER TO BE INSTALLED ALONG THIS AREA. NEW
LINES SHALL BE INSTALLED USING DIRECTIONAL BORE. DEMOLITION
OF EXISTING SURFACE STRUCTURES OR PAVEMENTS IS NOT
REQUIRED ALONG THE ROUTE. ALL DIRECTIONAL BORE PITS
REQUIRED DURING INSTALLATION SHALL BE COORDINATED WITH
SURFACE OBSTRUCTIONS AND PLACED SO AS TO AVOID DAMAGE
OR REMOVAL OF EXISTING SURFACE STRUCTURES OR PAVEMENT
REMOVE APPROXIMATELY 40 SF OF EXISTING
CONCRETE PAVEMENT FOR INSTALLATION OF NEW
ELECTRICAL DUCT BANK. SEE ELECTRICAL
LIMITS OF CONSTRUCTION
DEMOLISH & REMOVE EXISTING
DRAIN INLET ALONG WITH 20 LF
SECTION OF 24" RC PIPING
THIS PORTION OF THE DEMOLITION IS DESIGNATED AS THE
BASE BID. LIMITS OF DEMOLITION AS SHOWN WILL VARY
SLIGHTLY IF ONLY BASE BID IS AWARDED. CONTRACTOR IS
RESPONSIBLE FOR VERIFYING LIMITS OF DEMOLITION UNDER
BASE BID
THIS PORTION OF THE DEMOLITION IS DESIGNATED AS BID
OPTION 1. LIMITS OF DEMOLITION AS SHOWN WILL VARY
SLIGHTLY IF ONLY BASE BID IS AWARDED. CONTRACTOR IS
RESPONSIBLE FOR VERIFYING LIMITS OF DEMOLITION UNDER
BASE BID PLUS BID OPTION 1
THIS PORTION OF THE DEMOLITION
IS DESIGNATED AS THE BID OPTION
2. CONTRACTOR IS RESPONSIBLE
FOR BID OPTION 2
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SCALE: 1:30
SITE DEMOLITION PLAN
GRAPHIC SCALE
1" = 30'
30'0 60'15'
PLAN
NORTH
TRUE
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DI-808 RIM:80.15 INV IN:76.22 12"CPP INV OUT:76.05 24"RCP
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POST TOP
PROVIDE CONCRETE FOOTING (*)
1'-1" [330MM]
TRUSS ROD
KEEPER
CHAIN LINK FABRIC
TO OPEN
O N
L Y
L O
W E
R
U P
R I G
H T
S
I N
T E
R I O
R
TRACK / RAIL
2" SQ UPRIGHT
2" x 4" RAIL
2" SQ STIFFENER
GUIDE ROLLER ASSEMBLY
CHAIN LINK FABRIC
TENSION ROD
FRAME HT
(OMIT FABRIC)
3" [76MM] NOMINAL
TRUSS ROD
TRACK
TRUCK ASSEMBLY
WELDED JOINT
xx xxxxxxxxx x x x x x
TENSION
ROD
2" x 4" BOTTOM RAIL
(3) STRANDS OF BARBED
WIRE, EA CONSISTING OF 2
STRAND LINE WIRE W/ 4 PT
BARBS
2" [50MM] SQ
UPRIGHT
FENCELINE
T/R
F/F = INTERIOR FACE TO INTERIOR FACE OUTSIDE FACE TO OUTSIDE FACE
GATE SHALL BE DOUBLE TRACK TYPE AND SHALL BE JAMESON MFG. CO TRUSTRAC SERIES 4000 OR TYMETAL CORP.
FORTRESS STRUCTURAL CANTILEVER SLIDE GATE AND/OR APPROVED EQUIVALENT. CONTRACTOR SHALL INSTALL IN
ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS.
(*) POST SIZE AND ASSOCIATED FOOTING DIAMETER TO BE DETERMINED BY MANUFACTURER, BASED ON LEAF
WEIGHT & DIMENSION. MINIMUM FOOTING DIAMETERS (TO BE FILLED W/4000 PSI CONC): 40" Ø FOR 8" POST; 36" Ø
FOR 6" POST; 24" Ø FOR 4" POST; OTHER SIZES TO BE DESIGNED BY MFR OR KTR. NO FOOTING WIDTH SHALL BE LESS
THAN 4(X) THE POST WIDTH.
FENCE AND GATE SHALL BE CONSTRUCTED IN ACCORDANCE WITH UFC 4-022-023. GATE CLEARANCE SHALL NOT
EXCEED 3 INCHES FROM THE BOTTOM RAIL AND GROUND.
2" [50MM] SQ
UPRIGHT
2" SQ UPRIGHT
2" [50MM] SQ
UPRIGHT
2" [50MM] SQ
UPRIGHT
4" [102MM] MIN Ø POST (*)
(TYP)
4" MIN Ø POST
(*) (TYP)
EXOTHERMIC
WELD
EXOTHERMIC
WELD
4"x10' GROUND ROD
4"x10' GROUND
ROD
0 BARE COPPER
0 BARE COPPER
50' GROUND REEL,
ERICO, B2618B
TRACK / RAIL
SCALE: NTS
DOUBLE TRACK CANTILEVERED SLIDING GATE DETAIL
SCALE: NTS
TRACK/ RAIL SECTION (TYP)
1C
SCALE: NTS
GATE PLAN
1A
SCALE: NTS
FENCE PROFILE
1B
GATE & FENCE GROUNDING NOTES:
1. GROUNDING AND BONDING OF THE PERIMETER SYSTEMS SHALL BE IN ACCORDANCE WITH UFC 4-022-03
AND NATIONAL ELECTRIC SAFETY CODE (NESC) - IEEE C2.
2. THE GROUNDING CONNECTIONS SHALL BE MADE EITHER TO THE GROUNDING SYSTEM OF THE ENCLOSED
EQUIPMENT OR TO A SEPARATE GROUND.
2.1. FENCES SHALL BE GROUNDED AT EACH SIDE OF A GATE OR OTHER OPENING.
2.2. GATES SHALL BE BONDED TO THE GROUNDING CONDUCTOR, JUMPER, OR FENCE.
2.3. A BURIED BONDING JUMPER SHALL BE USED TO BOND ACROSS A GATE OR OTHER OPENING IN THE
FENCE.
2.4. THE BARBED WIRE STRANDS SHALL BE BONDED TO THE GROUNDING CONDUCTOR, JUMPER, OR
FENCE.
2.5. THE GROUNDING CONDUCTOR SHALL BE BE CONNECTED TO THE FENCE POST OR POSTS, AS
REQUIRED, WITH SUITABLE CONNECTING MEANS AS INDICATED ON THE GROUNDING DETAIL ON
SHEET CS503.
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F A
B R
W
D
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6"
10'-0" MAXIMUM
6"
M
I N
4X POST DIAMETER
CONCRETE BASE
TOP RAIL OR TENSION WIRE
BRACE RAIL
LINE POST
LINE POST
GRADE
HOG RINGS (TYP.)
DIAMETER OF FOOTING SHALL BE 4X POST DIA.
1'-0"
1'-0"
Y
P
1'-0"
Y
P
35 DEGREES
FABRIC
TENSION BAR
CARRIAGE BOLT
FABRIC
TENSION (BRACE) BAND
TOP RAIL OR TENSION WIRE
PULL POST
LINE POST
TRUSS ROD
TRUSS ROD
10'-0" MAX.
10'-0" MAX.
1'-0"
FENCE POST
NO SCALE
NO SCALE
NO SCALE
NO SCALE
STEEL POST SCHEDULE
USE AND SECTION
MINIMUM OUTSIDE DIMENSIONS (NOMINAL)
FABRIC WIDTH 72" OR LESS
FABRIC WIDTH 84" TO 96"
FABRIC WIDTH 108" AND OVER
CORNER, END & PULL POSTS
TUBULAR - ROUND
TUBULAR - SQUARE
C-SECTION (ROLL-FORMED)
LINE POSTS
TUBULAR - ROUND
H-SECTION
C-SECTION (ROLL-FORMED)
TOP, BOTTOM & BRACE RAILS
TUBULAR - ROUND
TUBULAR - SQUARE
H-SECTION
C-SECTION (ROLL-FORMED)
BRACE RAILS
BRACE RAILS
1'-0"
CONCRETE BASE
1 1/2" (TYP.)
2"
FE6-TR-84 CHAIN-LINK SECURITY FENCE DETAIL
H-BEAM
BRACE RAIL CLAMP DETAILS
TRUSS ROD AND BAND
TENSION BAND DETAIL
FASTENING DETAILS
H-BEAM ROUND POST
LINE POST ATTACHMENTS
BRACE PANEL DETAIL
GROUNDING DETAIL
TOP OR BRACE RAIL ATTACHMENT
ROUND POST
1/4" LARGE FLANGE
STRUCTURAL BLIND
REVET(TYP.)
45 DEGREES
LOCK PIN
OR ZCUT IN BARBWIRE
ARM (TYP.)
BARBED WIRE (TYP.)
1/4" LARGE FLANGE
STRUCTURAL BLIND
REVET(TYP.)
9-GAGE STEEL TIE WIRES (2'-0"
O.C. MAX.)
TENSION BAND (15" O.C. MAX. AND
WITHIN 4" FROM TOP AND BOTTOM
OF FABRIC)
TENSION BAR TO ENGAGE
EACH FABRIC LINK
BARBED WIRE OR
TENSION WIRE
#8 AWG SOLID COPPER WIRE
MOLDED EXOTHERMIC WELD
OR APPROVED CLAMP-TYPE
FITTING OF COPPER
9-GAGE STEEL TIE
WIRE (15" O.C. MAX.
AND WITHIN 4" FROM
TOP AND BOTTOM OF
FABRIC)
3/4" DIA.
COPPER-CLAD
STEEL GROUND
ROD
PROVIDE BRACE PANEL WHENEVER
STRAIGHT RUNS EXCEED 500 FEET.
TRUSS ROD (3/8"
MIN. DIA.)
TRUSS ROD (3/8" MIN. DIA.)
TRUSS ROD (3/8" MIN.
DIA.)
CHAIN-LINK FABRIC (9 GAGE,
2" MESH)
NOTE:
2.875" O.D.
2.50" SQ.
3.50" X 3.50"
2.375" O.D.
2.25" X 1.70"
2.25" X 1.70"
LINE POST
EXTENSION ARM DETAILS
CORNER POST
END OR GATE POST DETAIL
CORNER, END, OR
PULL POST
TIE WIRES OR
CLIPS (TYP.)
TIE WIRES OR HOG
RINGS (TYP.)
TENSION WIRE
BOTTOM OF
FABRIC
1.66" O.D.
1.50" SQ.
1.625" X 1.50"
1.625" X 1.25"
9-GAGE STEEL TIE
WIRE (15" O.C. MAX.
AND WITHIN 4" FROM
TOP AND BOTTOM
OF FABRIC)
NOTES:
1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED TO LIMIT OTHER TYPES OF FENCE SECTIONS AND METHODS OF
INSTALLATION THAT COMPLY WITH THE SPECIFICATIONS.
2. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED ON THE SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK FABRIC SHALL BE
PLACED ON THE SIDE OPPOSITE THE SECURE AREA.
3. UNLESS SPECIFICALLY SHOWN OR SPECIFIED, ALL FE6 FENCE SHALL HAVE AN APRON EXTENDED OUTWARD FROM THE AREA BEING PROTECTED.
4. C-SECTION POSTS SHALL BE INSTALLED SO THAT THE VOID INSIDE THE POST IS COMPLETELY FILLED WITH CONCRETE UP TO THE TOP OF THE
FOUNDATION.
5. FABRIC: THE STANDARD FENCE FABRIC SHALL BE VINYL, ZINC OR ALUMINUM-COATED STEEL WIRE CHAIN LINK WITH MESH OPENINGS NOT LARGER
THAN TWO INCHES PER SIDE AND A TWISTED AND BARBED SELVAGE AT TOP AND BOTTOM IN ACCORDANCE WITH THE SPECIFICATIONS. UTILIZE
6-GAUGE FOR BASE PERIMETER OR HEIGHTENED SECURITY ZONES AND 9-GAUGE FOR BASE INTERIOR OR WHEN JOINING AN EXISTING FENCE WHICH
IS ALREADY 9-GAUGE.
6. FABRIC TIES: ONLY 12-GAUGE STEEL TIES SHALL BE USED. COATING OR PLATING WILL BE ELECTROLYTICALLY COMPATIBLE WITH THE FENCE FABRIC
TO INHIBIT CORROSION.
7. REINFORCEMENT: TENSION WIRES SHALL BE INSTALLED AND INTERWOVEN (OR AFFIXED WITH FABRIC TIES) ALONG THE TOP & BOTTOM OF THE
FENCE FOR STABILIZATION OF THE FENCE FABRIC.
8. FENCE HEIGHT: CHAIN LINK FABRIC SHALL BE 7' HIGH WITH AN ADDITIONAL 1' IN HEIGHT COMPOSED OF 3 STRANDS OF BARBED WIRE AS REQUIRED.
THE TOTAL FENCE HEIGHT SHALL BE 8'.
9. GROUND CLEARANCE: BOTTOM OF THE FENCE FABRIC SHALL BE WITHIN TWO INCHES OF FIRM SOIL.
10. TOP GUARDS: A TOP GUARD IS AN OVERHANG OF BARBED WIRED ALONG THE TOP OF A FENCE, FACING OUTWARD (AWAY FROM PROTECTED SITE)
AND UPWARD AT APPROX. 45 ANGLE. TOP GUARD SUPPORTING ARMS WILL BE PERMANENTLY AFFIXED TO THE TOP OF FENCE POSTS TO INCREASE
THE OVERALL HEIGHT OF THE FENCE AT LEAST 1 FOOT. THREE STRANDS OF 12-GAUGE BARBED WIRE, EQUALLY SPACED, SHALL BE INSTALLED ON
THE SUPPORTING ARMS.
11. FENCE POSTS: SHALL BE ASTM F1043 OR F1083 ROUND PIPE OR SQUARE TUBE AND SHALL BE GALVANIZED IN ACCORDANCE WITH THE
SPECIFICATIONS. FENCE POST SPACING AND SIZE (DIAMETER) SHALL BE DETERMINED IN ACCORDANCE WITH CHAIN LINK FENCE MANUFACTURERS'
INSTITUTE (WLG 2445). SPACING SHALL NOT EXCEED 10'-0" OC. SIZE (DIAMETER) SHALL NOT BE LESS THAN THAT SPECIFIED.
12. SOME LOCATIONS MAY REQUIRE 8' OF FABRIC.
13. REFER TO SHEET CS502 OR CS504 FOR GATE AND FENCE GROUNDING NOTES.
BARBED-WIRE APRON ON
EXTENSION ARMS
10'-0" O.C. MAXIMUM
LINE POSTS TO BE EQUALLY SPACED
1 1/2" MIN
2 1/2" MAX
NO SCALE
NO SCALE
TENSION WIRE
5/16" [8MM] DIA BOLT
W/ HEX NUT
FENCE FABRIC
FENCE FABRIC
1" TO BOTTOM
OF FABRIC
BOTTOM RAIL
3/8" DIA CARRIAGE
BOLTS
SECURE SIDE
LINE POST
BOTTOM RAIL OPTION
TURNBUCKLE
BRACE OR BOTTOM RAIL
RAIL
END W/
OFFSET
LUG
ROUND
LINE
POST
BRACE OR BOTTOM RAIL
RAIL END W/ ALTERNATE TRUSS
ROD ATTACHMENT
TENSION (BRACE) BAND
ROUND LINE POST
TRUSS ROD
(3/8" MIN. DIA.)
BOLT AND NUT
BRACE RAIL
FENCE LEGEND:
TYPE FE6 - CHAIN-LINK FENCE W/BARBED-WIRE ON SINGLE OUTRIGGER
TR - FENCE WITH TOP RAIL AND TENSION WIRE AT BOTTOM
TBR - FENCE WITH TOP AND BOTTOM RAILS
TWB - TENSION WIRE TOP AND BOTTOM
TWBR - FENCE WITH TOP TENSION WIRE AND BOTTOM RAIL
FINAL NUMBER IS FABRIC WIDTH IN INCHES.
CONC. FOOTING DIA.
T W
I S
T
SELVAGE
T & B
2.375" O.D.
2.00" SQ.
3.50" X 3.50"
1.90" O.D.
2.25" X 1.70"
1.875" X 1.625"
4.00" O.D.
3.00" SQ.
2.875" O.D.
2.25" X 1.70"
D
C
L I C
I T
A T
I O
N
N
O
F I
M
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D R
A W
N
B
Y
C H
E C
K E
D
B
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D E
S I G
N
B
Y
M A
R K
SHEET ID
US ARMY CORPS
OF ENGINEERS
I S
S U
E
D
A T
E
S I Z
E
S U
B M
I T
T E
D
B
Y
D E
S C
R I P
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N D
A T
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C O
N T
R A
A N
S I
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W H
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C A
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G O
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U S
A
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C
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N G
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E E
R S
S A
V A
N N
S
T R
I C
T
W
O
G L E
T H
O R
E
S A
V A
N N
A H
G
A
ISSUED FOR CONSTRUCTION
S U
P P
O R
T
M
A I N
T E
N A
N C
E
W
A R
E H
O U
S E
F O
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W A
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G
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R G
I A
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P A
T A
Z A
P A
C O
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O R
A T
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F
A I R
V I E
W
R
O A
D
S
U I T
E
A
C H
A R
L O
T T
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N
C
S E
C S
D
G N
6 7 8 9 10
E
F
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C E
R
T
I
F
I
C
A
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T
H
O
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I
Z
A
T
I O
N
ZAPATA
INCORPORATED
PEF002121
G
E
O
R G
I
A
C I V
I L
D
E T
A I L S
CS503
D A
P
J R
M
H M
R E
V I S
C
O R
D A
N C
E
W
I T
H
A
M E
N D
M E
EAVE HEIGHT
19' - 8"
FFE
0' - 0"
2" 12"
PURLINS BY PEMB MFR.
PREFINISHED
INSULATED STANDING SEAM
METAL ROOF PANELS
R32 MIN. (TYP)
BY PEMB MANUFACTURER
PREFINISHED METAL
FASCIA AND TRIM SYSTEM
BY PEMB MANUFACTURER
PREFINISHED METAL
DOWNSPOUT AND GUTTER
SYSTEM
BY PEMB MANUFACTURER
2" 6 5/8"
R-19 BATT INSULATION
VINYL FACED, HELD IN
PLACE WITH STRAPS
DUCTWORK / VENT
REFERENCE: MECH. SHEETS
LINER PANEL
10' - 0"
"Z" GIRTS (TYP)
BY PEMB MANUFACTURER
2" THICK PRE-FINISHED FACTORY
INSULATED METAL WALL PANELS (IMP)
(R-17 MIN.)
18 GAUGE METAL STRAP
24" HORIZONTAL O.C. (TYP)
CONCRETE SPLASH BLOCK
10' HT. P.F. METAL LINER PANEL W/
ANGLE CLOSURE, PAINT TO MATCH
STRUCTURAL STEEL FINISH BY
PEMB MANUFACTURER
EXT. METAL DOOR AND FRAME
REFERENCE PEMB MFR
DETAILS AT DOOR HEAD
REFERENCE: DOOR SCHEDULE
FLOOR FINISH REFER TO
FINISH SCHEDULE
FOOTER REFERENCE:
STRUCTURAL SHEETS
6" CHANNEL
3/4" PLYWOOD
EAVE HEIGHT
19' - 8"
FFE
0' - 0"
ADMIN. AREA
CEILING
9' - 0"
2" 12"
3 5/8" METAL STUD
"Z GIRT"
METAL CHANNEL TRACK
(TYP)
5/8" MOISTURE RESISTANT.
GYPSUM WALLBOARD
R-19 BATT INSULATION VINYL
FACED, HELD IN PLACE WITH
STRAPS
6"
4" PREFINISHED
INSULATED STANDING SEAM
METAL ROOF PANELS
R32 MIN. (TYP)
BY PEMB MANUFACTURER
ACOUSTICAL CEILING TILE
REFERENCE : REFLECTED CEILING
PLAN
LIGHT FIXTURE REFERENCE :
REFLECTED CEILING PLAN
A-501
A-501
6"
1/2" AIR GAP BETWEEN Z GIRTS
AND METAL STUDS
18 GAUGE METAL STRAP
24" HORIZONTAL O.C. (TYP)
3/4" PLYWOOD EAVE HEIGHT
19' - 8"
FFE
0' - 0"
2" 12"
PURLINS BY PEMB MFR., FIELD PT.
SUPPLEMENTAL FRAMING AT
MIDPOINTS BETWEEN PURLINS TO
SUPPORT 3/4" PLYWOOD DECKING
PREFINISHED
INSULATED STANDING SEAM
METAL ROOF PANELS
R32 MIN. (TYP)
BY PEMB MANUFACTURER
PREFINISHED METAL
FASCIA AND TRIM SYSTEM
BY PEMB MANUFACTURER
PREFINISHED METAL DOWNSPOUT
AND GUTTER SYSTEM BY PEMB
MANUFACTURER
STRUCTURAL FRAME BY PEMB
MANUFACTURER, FIELD PT.
CONCRETE FILLED STEEL PIPE
BOLLARD REFER TO SHEET S-502
FLOOR FINISH REFER TO
FINISH SCHEDULE
CONCRETE SPLASH BLOCK
LOUVER AND DUCTWORK
REFERENCE : MECH. SHEETS
R-19 BATT INSULATION VINYL
FACED, HELD IN PLACE WITH
STRAPS
M
IN
. 1 6'
0"
C
LE
AR
LINER PANEL
10' - 0"
10' HT. P.F. METAL LINER PANEL W/
ANGLE CLOSURE, PAINT TO MATCH
STRUCTURAL STEEL FINISH BY
PEMB MANUFACTURER
"Z" GIRTS (TYP)
BY PEMB MANUFACTURER
2" THICK PRE-FINISHED FACTORY
INSTALLED METAL WALL PANELS
(R-17 MIN.)
A-501
A-601
A-601
18 GAUGE METAL STRAP
24" HORIZONTAL O.C. (TYP)
3/4" PLYWOOD
US ARMY CORPS
OF ENGINEERS
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
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B
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SU
BM
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D B
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SI
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C H
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D B
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AN
SI
D
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SU
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C O
N
TR
AC
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N O
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N N
O
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2 3 4 5 6 7 8 9 10
F
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D
C
B
A
D
AT
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AR
K
D
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C R
IP
TI
O N
FI
LE
N
AM
E:
A-302
W
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L
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C T I
O N
S
FO
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T
ST
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AR
T, G
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G
IA
SA
VA
N N
AH
D
IS
TR
IC
T
W . O
G
LE
TH
O
R
PE
A V E
SA
VA
N
N
AH
, G A
ZA
PA
TA
IN
C O
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PO
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F
AI
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R O
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C
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LO
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W
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JP
/1
7/
W
2H N
-1 9-
B-
2-
-0
C
AT
EG
O R
Y C
O D
E
ISSUED FOR CONSTRUCTION
SU
PP
O R
T M
AI
N
T E N
AN
C
E W
AR
E H
O U
SE
S9 F A
-3
.D G
N
FY
1 9
, P N
1 3
3/4" = 1'-0"1
TRANSVERSE WALL SECTION AT
MECHANICAL ROOM
0 0.75 1.5
GRAPHIC SCALE 3/4"=1'-0"
0.375 3/4" = 1'-0"2
TRANSVERSE WALL SECTION
AT OFFICE
3/4" = 1'-0"3
TRANSVERSE WALL SECTION
AT WAREHOUSE
6" 1' 2'
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
T
/2 2/
B C
A-203 2A-203 1 A-2033
A-301
A-301
OFFICE
OFFICE
OFFICE
VESTIBULE
OFFICE
COMM ROOM
ELECTRICAL
ROOM
MECHANICAL
ROOM
JANITOR
MEN
WOMEN
MULTI-PURPOSE
ROOM
NONSECURE
STORAGE
107B
107A
113 112
11' - 6 1/8" 9' - 9 3/8" 14' - 0"
/8
/8
/8
/4
/8
8'
1/
4"
/8
10' - 3 5/8" 25' - 3 1/8" 5' - 7 1/8" 7' - 1 3/4" 5' - 11 3/4"
CORRIDOR
3A
3B
1A
3A
2A
6 6
4A
WIRE MESH
PARTITIONS WITH
WIRE MESH HINGED
DOORS
8'
3/
8"
8'
/8
9' - 3 1/4"
C
LE
AR
5'
7/
8"
3B
WIRE MESH
PARTITIONS WITH
WIRE MESH HINGED
DOORS
1' - 11 3/4"
A-302
1'
0"
3A
A-702
C
LE
AR
4'
7/
8"
3' - 11 3/4"
GFGI
GFGI
GFGI
1' - 3 1/2"
6'
3"
6'
3"
FD
FD
FD
FDFD
6'
0" 6'
0"
9'
0"
12 '- 0".
FIRE PUMP
ROOM
1A
1A
2 3/4"
A-507
101D
A
FIRE ALARM CONTROL UNIT (FMCU)
REF. FA001
FD FD
RACK SHELVING (TYP.)
CONTRACTOR
SUPPLIED AND
INSTALLED.
DF
1' - 0" 10' - 0 7/8" 5' - 8 1/8" 2' - 10 1/2"1' - 7 1/4" 17' - 5" 5' - 6" 7' - 2 3/8" 2' - 2 3/8"
3" 5'
1/ 8"
1'
0" 1'
0"
9' - 4 1/8" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0"
5'
1/
4"
6'
1/
4"
Existing Bldg.
# 8419
SYMBOL LEGEND
NAME ROOM NAME
XXX ROOM NUMBER
XXX DOOR NUMBER
DOOR TAG
1C
WALL TYPE
WALL TYPE INDICATOR
REFER TO SHEET A-502,
A-503, A-504
NEW WALL
12" DIA. SINGLE EXISTING
BOLLARDS TO REMAIN
6" DIA. 42" HIGH DOUBLE CURVED CORNER
GUARD BOLLARDS
6" DIA. 42" HIGH SINGLE BOLLARD
6" DIA. 42" HIGH DOUBLE BOLLARDS
EW EYE WASH STATION
FD FLOOR DRAIN
DF DRINKING FOUNTAIN
FIRE BARRIER W/ 1HR
RATING
12" DIA. SINGLE EXISTING
BOLLARDS TO DEMO
A RACK SHELVING (TYP.)
CONTRACTOR SUPPLIED
AND INSTALLED.
US ARMY CORPS
OF ENGINEERS
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
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N
ED
B
Y:
SU
BM
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D B
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SI
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C H
EC
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D B
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AN
SI
D
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SU
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C O
N
TR
AC
T
N O
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C
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AT
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N N
O
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2 3 4 5 6 7 8 9 10
F
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D
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B
A
D
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AR
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D
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C R
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TI
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AM
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A-401
EN
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F
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L A N
AD
M
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T R
AT
IV
E
AR
EA
FO
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ST
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AR
T, G
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SA
VA
N N
AH
D
IS
TR
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W . O
G
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TH
O
R
PE
A V E
SA
VA
N
N
AH
, G A
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PA
TA
IN
C O
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PO
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ED
F
AI
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VI
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R O
AD
S
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C
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AR
LO
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W
AS
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PJ
JP
/1
7/
W
2H N
-1 9-
B-
2-
-0
C
AT
EG
O R
Y C
O D
E
ISSUED FOR CONSTRUCTION
SU
PP
O R
T M
AI
N
T E N
AN
C
E W
AR
E H
O U
SE
S9 F A
-4
.D G
N
FY
1 9
, P N
1 3
TRUE
NORTH
PLAN
NORTH
GRAPHIC SCALE
1/4" = 1'-0"
4'2'0 8'
1/4" = 1'-0"1
ENLARGED FLOOR PLAN -
ADMINISTRATIVE AREA
KEY / AREA PLANS
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
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T
/2
NOMINAL
9 1/8"
9'
0"
6" BATT INSULATION
(R-19), UNFACED
RUBBER BASE
5/8" TYPE "X" GWB,
PAINTED REF. SCHEDULE
6" METAL STUD
INSULATED METAL
PANEL
PLYWOOD
5/8" 6". 3/4"
1"
5/8"
UNDERSIDE OF
ROOF DECK
ADMIN AREA OPEN
WAREHOUSE
AIR BARRIER
.004 INCH VAPER
RETARDER,
POLYETHYLENE
SHEETING (PERM
RATING 0.08)
ACOUSTICAL
CEILING
MINERAL WOOL
INSULATION
6" BATT INSULATION,
UNFACED
RUBBER BASE
5/8" TYPE "X" GWB,
PAINTED REF.
PLYWOOD DECKING
7 3/4"
UNDERSIDE OF
ROOF DECK
5/8" 1/2" 6" 5/8"
AIR BARRIER
FIRE CAULK ALL
JOINTS
6" METAL STUD, 16
GAUGE
FIRE CAULK ALL
JOINTS
FIRE CAULK
ALL JOINTS
FIRE CAULK ALL
RESILIENT CHANNEL
6" 9'
0"
4 7/8"
5/8" TYPE "X"
3 5/8" METAL STUD,
22 GAUGE
3 1/2" BATT INSULATION,
UNFACED
RUBBER
5/8" 3 5/8" 5/8"
OFFICE ADMIN. AREA
ACOUSTICAL
OFFICE
DIAGONAL BRACING,
18" ON CENTER MAX.
4 7/8".
9'
0"
5/8" 3 5/8" 5/8"
5/8" TYPE "X"
3 1/2" BATT
INSULATION
3 5/8" METAL
STUD, 22 GAUGE
RUBBER
UNDERSIDE OF
ROOF DECK
MULTI PURPOSE
RM.
COMM. ROOM
AIR BARRIER
5/8" TYPE X
GWB
ACOUSTICAL
CEILING
ELEC. ROOM
MECH. ROOM
RUBBER
9'
0"
3 1/2" BATT
INSULATION,
UNFACED
ACOUSTICAL CEILING
UNDERSIDE OF
ROOF DECK
5/8" 3 5/8" 5/8"
4 7/8"
LATRINE LATRINE
ACOUSTICAL CEILING
3 5/8" METAL
STUD (22 gauge)
AIR BARRIER
5/8" MOISTURE RESISTANT
GWB
RESINOUS BASERESINOUS BASE
5/8" TILE BACKER BOARD
1/8" PORCELAIN
TILE
1/8" PORCELAIN
TILE
FFE
0' - 0"
ADMIN. AREA
CEILING
9' - 0"
9'
0"
ROOF
ACOUSTICAL
CEILING
ACOUSTICAL
CEILING
3 1/2" BATT INSULATION,
UNFACED
5/8" TILE BACKER BOARD
3 5/8" METAL STUD,
22 GAUGE
4 7/8"
5/8" 3 5/8" 5/8"
MULTI PURPOSE
RM.
LATRINE
5/8" TYPE X GWB
RUBBER BASE
1/8" PORCELAIN
TILE
RESINOUS BASE
US ARMY CORPS
OF ENGINEERS
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
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N
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B
Y:
SU
BM
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D B
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SI
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C H
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D B
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AN
SI
D
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SU
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AT
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C O
N
TR
AC
T
N O
SO
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C
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AT
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N N
O
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2 3 4 5 6 7 8 9 10
F
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D
C
B
A
D
AT
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AR
K
D
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C R
IP
TI
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FI
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N
AM
E:
A-502
W
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PE
S
D
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AI
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FO
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T, G
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G
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SA
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N N
AH
D
IS
TR
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W . O
G
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TH
O
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A V E
SA
VA
N
N
AH
, G A
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PA
TA
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C O
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PO
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F
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C
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W
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W
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JP
/1
7/
W
2H N
-1 9-
B-
2-
-0
C
AT
EG
O R
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ISSUED FOR CONSTRUCTION
SU
PP
O R
T M
AI
N
T E N
AN
C
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O U
SE
S9 F A
-5
.D G
N
FY
1 9
, P N
1 3
3" = 1'-0"1 WALL TYPE 1 3" = 1'-0"2 WALL TYPE 1A UL U419 3" = 1'-0"3 WALL TYPE 2
3" = 1'-0"5 WALL TYPE 3
3" = 1'-0"4 WALL TYPE 2A
0 1.5 3
GRAPHIC SCALE 3"=1'-0"
0.75
3" = 1'-0"6 WALL TYPE 3A
R
EV
IS
ED
IN
A C
C O
R D
AN
C
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IT
H
A M
EN
D
M
EN
T
/2
4" DIA. SANITARY VENT STACK
PAINT VENT STACK BLACK
STAINLESS STEEL BOOT SEAL
ROOF VENT BOOT
FLASH VENT BOOT
INTO ROOFING
4'
1/
2"
STAINLESS STEEL
VENT FLASHING
FIRE RETARDANT
CAULK
MINERAL WOOL
INSULATION
AIR BARRIER
LINER PANEL
10' - 0"
E
1'
8"
7/ 8"
STEEL CHANNEL C6 X 13
STEEL CHANNEL C6 X 13
SEALANT W/ BACKERROD
(TYP. )
6" BATT INSULATION
6" METAL GIRT
CHANNEL STUDS 6"
HOLLOW METAL DOOR
FRAME REFER TO
DOOR SCHEDULE
5/8" LINER PANEL
2 " PREFINISHED INSULATED
METAL PANEL
1/2" 12"
PAIRED PAINTED STEEL
BRACKETS 6"X 4" X 1/4" PLATE
WITH 5 7/8"X 8 3/4" X 1/4" TABS
AND 1/2" DIA. ROD
FILLET WELD BRACKETS TO
STEEL CHANNELS (TYP)
PAINTED STEEL 2"X 2"X 1/4"
SLOTTED TUBE SUPPORT
(TYP)
7/
8"
8 3/4"
SHAPED STEEL PLATE
ANCHORED TO CANOPY DECK
1/2" X 2 1/2" HEX BOLT W/
WASHER & NUT
METAL
GUTTER 4"X 6"
WITH METAL
DIVERTER AT
ONE END
5"
11 3/8"
+/- 28 degrees
5' - 5 1/4"
2 7/8"
METAL STANDING SEAM
ROOF OVER METAL DECK
PAINTED METAL
TRIM AND GUTTER
AT CANOPY
PERIMETER TO
MATCH PEMB TRIM
FINAL DESIGN BY PEMB
MANUFACTURER
AIR BARRIER
5/8" GYP. BD.
3 5/8" METAL STUD 22 GA
3/4" PLYWOOD CDX
6" BATT INSULATION
1" RIGID INSULATION.
0.004 INCH VAPER RETARDER.
POLYETHYLENE SHEETING (PERM
RATING 0.08)
5/8" GYP. BD.
2" INSULATED METAL PANEL
LINER
OFFICE
OPEN
WAREHOUSE
6" METAL STUD, 16 GA
A
AIR BARRIER
US ARMY CORPS
OF ENGINEERS
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
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SI
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C H
EC
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D B
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AN
SI
D
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SU
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AT
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C O
N
TR
AC
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N O
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C
IT
AT
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N N
O
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2 3 4 5 6 7 8 9 10
F
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D
C
B
A
D
AT
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AR
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D
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C R
IP
TI
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FI
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N
AM
E:
A-507
M
IS
C D
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A I
LS
FO
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T
ST
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AR
T, G
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G
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SA
VA
N N
AH
D
IS
TR
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W . O
G
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TH
O
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PE
A V E
SA
VA
N
N
AH
, G A
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PA
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IN
C O
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PO
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F
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R O
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C
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PJ
JP
/1
7/
W
2H N
-1 9-
B-
2-
-0
C
AT
EG
O R
Y C
O D
E
ISSUED FOR CONSTRUCTION
SU
PP
O R
T M
AI
N
T E N
AN
C
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AR
E H
O U
SE
S9 F A
-5
.D G
N
FY
1 9
, P N
1 3
GRAPHIC SCALE
1-1/2" = 1'-0"
0 6" 1' 1'-6" 1 1/2" = 1'-0"1 ROOF PENETRATION DETAIL AT VTR
1 1/2" = 1'-0"2
TYPICAL SECTION
DETAIL AT CANOPY
0 6 12
GRAPHIC SCALE 3"=1'-0"
3" = 1'-0"3
ENLARGED ADMINISTRATIVE AREA
FLOOR PLAN -PLAN DETAIL
R
EV
IS
ED
IN
A C
C O
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AN
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H
A M
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3' - 0"
7'
0"
3' - 0"
A B
7'
0"
6' - 0"
C
14' - 0"
D
HM SCWHM
COILING
14' - 0"
E
COILING
BA
3' - 4"
7'
2"
7'
2"
6' - 4"
GENERAL NOTES
1. ANY AND ALL REFERENCES TO A SPECIFIC PRODUCT OR
MANUFACTURER IS MADE TO ESTABLISH A BASIS OF
DESIGN. OTHER MANUFACTURER PRODUCTS OF EQUAL
OR GREATER QUALITY MAY BE SUBMITTED FOR
ACCEPTANCE.
2. REFER TO PROJECT SPECIFICATIONS FOR SPECIFIC
CHARACTERISTICS TO DETERMINE ACCEPTABLE EQUAL
PRODUCTS.
US ARMY CORPS
OF ENGINEERS
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
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B
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SU
BM
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D B
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SI
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C H
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D B
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AN
SI
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IS
SU
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AT
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C O
N
TR
AC
T
N O
SO
LI
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IT
AT
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N N
O
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2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
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AR
K
D
ES
C R
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FI
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A-602
D O
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S C
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, T
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AI
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FO
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SA
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N N
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W . O
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TH
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A V E
SA
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N
N
AH
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PA
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PJ
JP
/1
7/
W
2H N
-1 9-
B-
2-
-0
C
AT
EG
O R
Y C
O D
E
ISSUED FOR CONSTRUCTION
SU
PP
O R
T M
AI
N
T E N
AN
C
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AR
E H
O U
SE
S9 F A
-6
.D G
N
FY
1 9
, P N
1 3
1/4" = 1'-0"1 DOOR TYPES
HARDWARE SETS
HS-1 3 HAGER BB1199 GRADE 1 FULL
MORTISE HINGES
1 CYLINDRICAL LOCK: BEST 9K
SERIES: HEAVY DUTY
FUNCTION CODE: AB (ENTRANCE)
CORE HOUSING: 7 (7 PIN HOUSING)
LEVER/ROSE STYLE: 16L
FINISH: 626
1 SURFACE MOUNTED PUSH BAR EXIT DEVICE
1 SURFACE MOUNTED CLOSER,
FINISH: 626 (TOP JAMB (PUSH SIDE) MOUNT)
1 KICKPLATE - PUSH SIDE
1 RAIN DRIP
1 THRESHOLD
1 WEATHER GASKETING
(JAMB APPLIED SEALING SYSTEM)
1 DOOR BOTTOM SILL PROTECTION
HS-2 3 HAGER BB1199 GRADE 1 FULL MORTISE
HINGES
1 CYLINDRICAL LOCK: BEST 9K
SERIES: HEAVY
DUTY FUNCTION CODE: AB (ENTRANCE)
CORE HOUSING: 7 (7 PIN HOUSING)
LEVER/ROSE STYLE: 16L
FINISH: 626
1 SURFACE MOUNTED CLOSER
FINISH: 626 (TOP JAMB (PUSH SIDE) MOUNT)
3 SILENCERS: ROCKWOOD 608
1 SOLID CAST WALL STOP
1 KICKPLATE - PUSH SIDE
1 THRESHOLD
1 GASKET/SILL
HS-3 3 HAGER BB1199 GRADE 1 FULL MORTISE
HINGES
1 CYLINDRICAL LOCK: BEST 9K
SERIES: HEAVY DUTY
FUNCTION CODE: B (OFFICE)
CORE HOUSING: 7 (7 PIN HOUSING)
LEVER/ROSE STYLE: 16L
FINISH: 626
3 SILENCERS: ROCKWOOD 608
1 SOLID CAST WALL STOP
HS-4 3 HAGER BB1199 GRADE 1 FULL MORTISE
HINGES
1 CYLINDRICAL LOCK: BEST 9K
SERIES: HEAVY DUTY
FUNCTION CODE: AB (ENTRANCE)
CORE HOUSING: 7 (7 PIN HOUSING)
LEVER/ROSE STYLE: 16L
FINISH: 626
1 SURFACE MOUNTED CLOSER
FINISH: 626 (TOP JAMB (PUSH SIDE) MOUNT)
3 SILENCERS: ROCKWOOD 608
1 SOLID CAST WALL STOP
HS-5 3 HAGER BB1199 GRADE 1 FULL MORTISE
HINGES
1 CYLINDRICAL LOCK: BEST 9K
SERIES: HEAVY DUTY
FUNCTION CODE: STOREROOM
CORE HOUSING: 7 (7 PIN HOUSING)
LEVER/ROSE STYLE: 16L
FINISH: 626
1 SURFACE MOUNTED CLOSER
FINISH: 626 (TOP JAMB (PUSH SIDE) MOUNT)
3 SILENCERS: ROCKWOOD 608
1 KICKPLATE - PUSH SIDE
HS-6 3 HAGER BB1199 GRADE 1 FULL MORTISE
HINGES
1 CYLINDRICAL LOCK: BEST 9K
SERIES: HEAVY DUTY
FUNCTION CODE: STOREROOM
CORE HOUSING: 7 (7 PIN HOUSING)
LEVER/ROSE STYLE: 16L
FINISH: 626
1 SURFACE MOUNTED CLOSER
FINISH: 626 (TOP JAMB (PUSH SIDE) MOUNT)
3 SILENCERS: ROCKWOOD 608
1 SOLID CAST WALL STOP
1 KICKPLATE - PUSH SIDE
1 THRESHOLD
HS-7 3 HAGER BB1191 FULL MORTISE HINGES
1 SET PUSH/PULL HARDWARE
1 SURFACE MOUNTED CLOSER
FINISH: 626 (TOP JAMB (PUSH SIDE) MOUNT)
3 SILENCERS: ROCKWOOD 608
1 SOLID CAST WALL STOP
1 KICKPLATE - PUSH SIDE
1 MARBLE THRESHOLD
HS-8 3 HAGER BB1199 GRADE 1 FULL MORTISE
HINGES
1 CYLINDRICAL LOCK: BEST 9K
SERIES: HEAVY DUTY
FUNCTION CODE: STOREROOM
CORE HOUSING: 7 (7 PIN HOUSING)
LEVER/ROSE STYLE: 16L
FINISH: 626
1 SURFACE MOUNTED CLOSER
FINISH: 626 (TOP JAMB (PUSH SIDE) MOUNT)
1 KICKPLATE - PUSH SIDE
1 RAIN DRIP
1 THRESHOLD
1 WEATHER GASKETING (JAMB APPLIED
SEALING SYSTEM)
HS-9 3 EA HAGER BB1199 GRADE 1 FULL MORTISE
HINGES
1 CYLINDRICAL LOCK: BEST 9K
SERIES: HEAVY DUTY
FUNCTION CODE: STOREROOM
CORE HOUSING: 7 (7 PIN HOUSING)
LEVER/ROSE STYLE: 16L
FINISH: 626
1 EA SURFACE MOUNTED CLOSER
FINISH: 626 (TOP JAMB (PUSH SIDE) MOUNT)
1 EA KICKPLATE - PUSH SIDE
1 TOP/BOTTOM FLUSH BOLTS – INACTIVE LEAF
1 EA RAIN DRIP
1 REMOVABLE CENTER MULLION
1 THRESHOLD
1 EA WEATHER GASKETING (JAMB APPLIED
SEALING SYSTEM)
1 EA DOOR BOTTOM SILL PROTECTION
HS-10 1 EA WEATHER GASKETING (JAMB APPLIED
SEALING SYSTEM)
1 EA DOOR BOTTOM SILL PROTECTION
DOOR SCHEDULE
Door Number
Door Type
Door Hardware Set
Frame Threshold CommentsWidth Height Thickness Material Finish Type Material Finish Head Jamb
101A D 14' - 0" 14' - 0" 3" STEEL FACTORY PTD 10 15/A-505 14/A-505 13/A505 OVERHEAD COILING DOOR 101B A 3' - 0" 7' - 0" 1 3/4" STEEL PAINT 1 01 H.M. PAINT 9/A-505 8/A-505 7/A-505 PROVIDE TYPE J35100 THRESHOLD AT ALL EXTERIOR DOORS. PROVIDE 3" W X 18" H DOOR LITE AT ALL EXTERIOR DOORS.
101C D 14' - 0" 14' - 0" 3" STEEL FACTORY PTD 10 15/A-505 14/A-505 13/A505 OVERHEAD COILING DOOR 101D A 3' - 0" 7' - 0" 1 3/4" STEEL PAINT 1 01 H.M. PAINT 9/A-505 8/A-505 7/A-505 PROVIDE TYPE J35100 THRESHOLD AT ALL EXTERIOR DOORS. PROVIDE 3" W X 18" H DOOR LITE AT ALL EXTERIOR DOORS.
101E A 3' - 0" 7' - 0" 1 3/4" STEEL PAINT 1 01 H.M. PAINT 9/A-505 8/A-505 7/A-505 PROVIDE TYPE J35100 THRESHOLD AT ALL EXTERIOR DOORS. PROVIDE 3" W X 18" H DOOR LITE AT ALL EXTERIOR DOORS.
101F E 14' - 0" 17' - 0" 3" STEEL FACTORY PTD 10 15/A-505 14/A-505 13/A505 OVERHEAD COILING DOOR 101G E 14' - 0" 17' - 0" 3" STEEL FACTORY PTD 10 15/A-505 14/A-505 13/A505 OVERHEAD COILING DOOR 101H D 14' - 0" 14' - 0" 3" STEEL FACTORY PTD 10 15/A-505 14/A-505 13/A505 OVERHEAD COILING DOOR 102 A 3' - 0" 7' - 0" 1 3/4" STEEL PAINT 2 01 H.M. PAINT 6/A-505 5/A-505 10/A-505 GASKET/SEAL FOR AIR BARRIER
103 C 3' - 0" 7' - 0" 1 3/4" WOOD STAIN 3 01 H.M. PAINT 6/A-505 5/A-505 4/A-505
104 C 3' - 0" 7' - 0" 1 3/4" WOOD STAIN 3 01 H.M. PAINT 6/A-505 5/A-505 4/A-505
105 C 3' - 0" 7' - 0" 1 3/4" WOOD STAIN 3 01 H.M. PAINT 6/A-505 5/A-505 4/A-505
106 C 3' - 0" 7' - 0" 1 3/4" WOOD STAIN 3 01 H.M. PAINT 6/A-505 5/A-505 4/A-505
107A A 3' - 0" 7' - 0" 1 3/4" WOOD STAIN 4 01 H.M. PAINT 6/A-505 5/A-505 4/A-505
107B A 3' - 0" 7' - 0" 1 3/4" STEEL PAINT 1 01 H.M. PAINT 12/A-505 11/A-505 7/A-505 PROVIDE TYPE J35100 THRESHOLD AT ALL EXTERIOR DOORS. PROVIDE 3" W X 18" H DOOR LITE AT ALL EXTERIOR DOORS.
108 C 3' - 0" 7' - 0" 1 3/4" WOOD STAIN 5 01 H.M. PAINT 6/A-505 5/A-505 4/A-505
109 A 3' - 6" 7' - 0" 1 3/4" STEEL FACTORY PRIMED/ FIELD PAINTED 8 03 H.M. PAINT 10/A-601 12/A-601 110 B 6' - 0" 7' - 0" 1 3/4" STEEL FACTORY PRIMED/ FIELD PAINTED 9 02 H.M. PAINT 12/A-505 11/A-505 10/A-505
111 C 2' - 8" 7' - 0" 1 3/4" WOOD STAIN 6 01 H.M. PAINT 6/A-505 5/A-505 4/A-505
112 C 3' - 0" 7' - 0" 1 3/4" WOOD STAIN 7 01 H.M. PAINT 6/A-505 5/A-505 3/A-505
113 C 3' - 0" 7' - 0" 1 3/4" WOOD STAIN 7 01 H.M. PAINT 6/A-505 5/A-505 3/A-505
116 B 6' - 0" 7' - 0" 1 3/4" STEEL FACTORY PRIMED/ FIELD PAINTED 9 02 H.M. PAINT 12/A-505 11/A-601 10/A-505 PROVIDE TYPE J35100 THRESHOLD AT ALL EXTERIOR DOORS. PROVIDE 3" W X 18" H DOOR LITE AT ALL EXTERIOR DOORS.
1/4" = 1'-0"2 FRAMING TYPES
GRAPHIC SCALE
1/4" = 1'-0"
4'2'0 8'
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
T
/2 2/
GENERAL NOTES
1. ANY AND ALL REFERENCES TO A SPECIFIC PRODUCT OR
MANUFACTURER IS MADE TO ESTABLISH A BASIS OF
DESIGN. OTHER MANUFACTURER PRODUCTS OF EQUAL
OR GREATER QUALITY MAY BE SUBMITTED FOR
ACCEPTANCE.
2. REFER TO PROJECT SPECIFICATIONS FOR SPECIFIC
CHARACTERISTICS TO DETERMINE ACCEPTABLE EQUAL
PRODUCTS.
US ARMY CORPS
OF ENGINEERS
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
FI
LE
N
AM
E:
A-603
FI
N
IS
H
S C
H E D
U
LE
FO
R
T
ST
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AR
T, G
EO
R
G
IA
SA
VA
N N
AH
D
IS
TR
IC
T
W . O
G
LE
TH
O
R
PE
A V E
SA
VA
N
N
AH
, G A
ZA
PA
TA
IN
C O
R
PO
R
AT
ED
F
AI
R
VI
EW
R O
AD
S
U
IT
E 6A
C
H
AR
LO
TT
E, N
C
W
AS
R
PJ
JP
/1
7/
W
2H N
-1 9-
B-
2-
-0
C
AT
EG
O R
Y C
O D
E
ISSUED FOR CONSTRUCTION
SU
PP
O R
T M
AI
N
T E N
AN
C
E W
AR
E H
O U
SE
S9 F A
-6
.D G
N
FY
1 9
, P N
1 3
CEILING
ACT-1 MANUF: ARMSTRONG - CIRRUS
STYLE: 574HRC - SQUARE LAY IN 15/16"
COLOR: WHITE
SIZE: 24" x 24" x 3/4"
ACT-2 MANUF: ARMSTRONG - CERAMAGUARD
STYLE: 607 - SQUARE LAY IN 15/16"
COLOR: WHITE
SIZE: 24" x 24" x 5/8"
ACG MANUF: ARMSTRONG
STYLE: PRELUDE XL
COLOR: WHITE
SIZE: 15/16" EXPOSED TEE SYSTEM
SOLID SURFACE
SS-1 MANUF: CORIAN
COLOR: ASH CONCRETE
LOCATION: COUNTERTOPS AND BACK
SPLASH, BREAK ROOM, LATRINES
TOILET PARTITIONS
TP-1 MANUF: PSISC
STYLE: HDPE OVERHEAD BRACED
COLOR: GRAPHITE
WALK-OFF MAT
WM-1 4' X 8' X 5/16" STANDARD WALK OFF
MAT WITH RUBBER BACK
COLOR: CHARCOAL
VINYL COMPOSITION TILE
VCT-1 MANUF: ARMSTRONG
STYLE: STANDARD EXCELON
COLOR: PEARL WHITE 51953
SIZE: 12" x 12"
VCT-2 MANUF: ARMSTRONG
STYLE: STATIC DISSIPATIVE
COLOR: PEARL WHITE 5C803
SIZE: 12" x 12"
PAINT
PT-1 MANUF: SHERWIN WILLIAMS
COLOR: SHOJI WHITE SW 7042
FINISH: SEMI-GLOSS
NOTES: 1 COAT PRIMER, 2 COATS PAINT
LOCATION: FIELD
PT-2 MANUF: SHERWIN WILLIAMS
COLOR: UNIVERSAL KHAKI SW 6150
FINISH: SEMI-GLOSS
NOTES: 1 COAT PRIMER, 2 COATS PAINT
LOCATION: ACCENT
PT-3 MANUF: SHERWIN WILLIAMS
COLOR: SHASTA WHITE
FINISH: SEMI-GLOSS
NOTES: 1 COAT PRIMER, 2 COATS PAINT
LOCATION: ROOF
PT-4 MANUF: SHERWIN WILLIAMS
COLOR: DUTCH GRAY
FINISH: SEMI-GLOSS
NOTES: 1 COAT PRIMER, 2 COATS PAINT
LOCATION: EIFS/METAL PANEL
PT-5 MANUF: SHERWIN WILLIAMS
COLOR: SEAL BROWN
FINISH: SEMI-GLOSS
NOTES: 1 COAT PRIMER, 2 COATS PAINT
LOCATION: SOFFIT, TRIM, DOORS,
GUTTERS & DOWNSPOUTS
FINISH SCHEDULE
NUMBER NAME
FINISHES
MISCELLANEOUSFLOOR BASE WALL CEILING
101 OPEN WAREHOUSE SEALED CONCRETE N/A PT-2 EXPOSED STRUCTURE 10' H X 1' PRE-FINISHED METAL LINER PANELS WITH ANGLE CLOSURES, FACTORY PRE-FINISHED TO MATCH STRUCTURAL STEEL PAINT FINISH. FROM 10'-0" TO UNDERSIDE OF ROOF, EXPOSED R-19 VINYL FACED BATT INSULATION.
102 MULTI-PURPOSE ROOM VCT-1 CB-1 PT-1/GWB ACT-1/ACG 4'-0" H PORCELAIN TILE WAINSCOT BEHIND DRINKING FOUNTAINS, AND PORCELAIN TILE EXTENDING FROM TOP OF COUNTER TO UNDERSIDE OF UPPER CASEWORK. (WITH CEMENT BOARD BEHIND). ALL OTHER WALLS TO BE PAINTED GWB
103 OFFICE VCT-1 CB-1 PT-2/GWB ACT-1/ACG
104 OFFICE VCT-1 CB-1 PT-2/GWB ACT-1/ACG
105 OFFICE VCT-1 CB-1 PT-2/GWB ACT-1/ACG
106 OFFICE VCT-1 CB-1 PT-2/GWB ACT-1/ACG
107 VESTIBULE VCT-1/WM-1 CB-1 PT-1/GWB ACT-1/ACG
108 COMM ROOM VCT-2 CB-1 PT-1/GWB EXPOSED STRUCTURE (3) INTERIOR WALLS (NORTH, SOUTH AND EAST) HAVE 4' X 8' X 3/4" FIRE RETARDANT PLYWOOD, INSTALLED VERTICALLY.
109 ELECTRICAL ROOM SEALED CONCRETE CB-1 PT-1/GWB EXPOSED STRUCTURE
110 MECHANICAL ROOM SEALED CONCRETE CB-1 PT-1/GWB EXPOSED STRUCTURE
111 JANITOR SEALED CONCRETE CB-1 PT/GWB ACT-1/ACG
112 WOMEN RESINOUS FLOORING RB-1 PT-2/GWB ACT- 2/ACG WALLS BEHIND TOILETS AND SINKS TO BE FULL-HEIGHT PORCELAIN TILE WITH CEMENT BOARD BEHIND. WALLS IN SHOWER AREA TO BE PORCELAIN TILE ABOVE PRE-FABRICATED SHOWER ENCLOSURE. ALL OTHER WALLS TO BE EPOXY PAINTED GWB WITH RESINOUS BASE.
113 MEN RESINOUS FLOORING RB-1 PT-2/GWB ACT- 2/ACG WALLS BEHIND TOILETS AND SINKS TO BE FULL-HEIGHT PORCELAIN TILE WITH CEMENT BOARD BEHIND. WALLS IN SHOWER AREA TO BE PORCELAIN TILE ABOVE PRE-FABRICATED SHOWER ENCLOSURE. ALL OTHER WALLS TO BE EPOXY PAINTED GWB WITH RESINOUS BASE.
114 CORRIDOR VCT-1 CB-1 PT-1/GWB ACT-1/ACG
115 NONSECURE STORAGE SEALED CONCRETE N/A CHAIN LINK FENCE CHAIN LINKED FENCE PERIMETER WALLS 18 GA EXPANDED STEEL SCREEN, EXTENDING FROM FINISHED FLOOR TO 12'-0".
116 FIRE PUMP ROOM SEALED CONCRETE CB-1 PT-1/GWB EXPOSED STRUCTURE
PORCELAIN TILE
PCT-1 MANUF: DALTILE
COLOR: META DARK GREY SA07
LOCATION: INSIDE RESTROOMS
NOTES: FIELD TILE
SIZE: 12" X 24"
PATTERN: REFER TO ELEVATIONS
PCT-2 MANUF: DALTILE
COLOR: META DARK GREY SA07
LOCATION: BEHIND MULTI-PURPOSE ROOM
CASEWORK
NOTES: WAINSCOT / FIELD TILE
SIZE: 12" X 24"
PATTERN: REFER TO ELEVATIONS
GROUT
GT-1 MANUF: LATICRETE
COLOR: #7 S STERLING SILVER
NOTES: GROUT WITH CLEAR SEALANT
EDGE TRIM
ET-1 MANUF. : SCHLUTER
PRODUCT: INDEL IN 100AE
COLOR: SATIN ANODIZED ALUMINUM
LOCATIONS: HORIZONTAL, VERTICAL AND EXPOSED
CORNER TRANSITIONS OF PORCELAIN TILE
RESINOUS FLOORING
RF-1 MANUF: ARMORCLAD
STYLE: TBD
COLOR: DESERT TAN
RESINOUS BASE
RB-1 MANUF: ARMORCLAD
COLOR: DESERT TAN
RUBBER BASE
CB-1 MANUF: TARKETT
COLOR: 20 CHARCOAL
SIZE: 4" COVE
R
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IN
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C O
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/2
B C
D
MECHANICAL
ROOM
ELECTRICAL
ROOM
COMM ROOM
MULTI-PURPOSE
ROOM
MEN
WOMEN
JANITOR
VESTIBULE
OFFICE
OFFICE
OFFICE
OFFICE
NONSECURE
STORAGE
N.I.C.
BOLLARDS
CORRIDOR
PIPE BOLLARDS
7745 SF
EXISTING BLDG
RECEIVING
AREA
OPEN
WAREHOUSE
A E
FLOOR FINISH LEGEND
SEALED CONCRETE
VCT
RESINOUS FLOORING
STATIC DISSIPATIVE VCT
SYMBOL LEGEND
FIRE BARRIER - 1HR RATED
3' W SAFETY STRIPING ON
EGRESS PATH
US ARMY CORPS
OF ENGINEERS
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
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D B
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AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
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C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
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AR
K
D
ES
C R
IP
TI
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FI
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N
AM
E:
I-102
FL
O
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P
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N
FO
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T, G
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SA
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N N
AH
D
IS
TR
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W . O
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A V E
SA
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N
N
AH
, G A
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PA
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IN
C O
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R
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F
AI
R
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R O
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S
U
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C
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AR
LO
TT
E, N
C
W
AS
R
PJ
JP
/1
7/
W
2H N
-1 9-
B-
2-
-0
C
AT
EG
O R
Y C
O D
E
ISSUED FOR CONSTRUCTION
SU
PP
O R
T M
AI
N
T E N
AN
C
E W
AR
E H
O U
SE
S9 F I
-1
.D G
N
FY
1 9
, P N
1 3
1/8" = 1'-0"1 FLOOR FINISH PLAN
TRUE
NORTH
PLAN
NORTH
GRAPHIC SCALE
1/8" = 1'-0"
8'4'0 16'
R
EV
IS
ED
IN
A C
C O
R D
AN
C
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| CD101 SITE DEMOLITION PLAN |
| CS502 CIVIL DETAILS |
| CS503 CIVIL DETAILS |
| A-302 WALL SECTIONS |
| A-401 ENLARGED FLOOR PLAN-ADMINISTRATIVE AREA |
| A-502 WALL TYPES DETAILS |
| A-507 MISC DETAILS |
| A-602 DOOR SCHEDULE TYPES AND DETAILS |
| A-603 FINISH SCHEDULE |
| I-102 FLOOR FINISH PLAN |
File details come from the government source that posted it.