TARGET ASSEMBLY FACILITY EXPANSION

US Army Corpsof Engineers®

MOBILE DISTRICT109 SAINT JOSEPH STREET MOBILE, AL 36602

TARGET ASSEMBLY FACILITY EXPANSION

ERDC, VICKSBURG, MISSISSIPPIWARREN COUNTY

MATOC TASK ORDERSOUTH FLORIDA SMALL BUSINESS REGIONMOBILE DISTRICT PROJECT CODE: MEY20002 RFP NUMBER: W9127820SFSB0002

MARCH 2021

NEW BUILDING

EXISTING BUILDING

3-D AERIAL VIEW IS AN ARTISTIC REPRESENTATION

AMENDMENT NO. 0001

SOLICITATION NUMBER: W9127821SFSB0002 1

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US Army Corpsof Engineers ®

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ORIGINAL SHEET SIZE 22" X 34"

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NOTES:1. PROVIDE REINFORCING WHERE ANY STRUCTURE

CORNER IS LOCATED IN PAVEMENT SLAB ANDINTERIOR TO PAVEMENT JOINTS.

2. SEE JOINT NOTES THIS SHEET.

3' LONG#5'S

6"8"

~45°

STRUCTURE IN SLAB INTERIOR

KERF REQUIREDINITIAL SAW

3" 3"SEE DETAIL A

D/2

8"

D

1" DIA DOWELS 16" LONG, 12" C/CPAINT AND LIGHTLY OILALTERNATE ENDS

DOWEL BAR ASSEMBLY(BASKETS) SEE DETAILTHIS SHEET

FILL ININITIAL

INTO EPOXY GEL.

DRILLED HOLE W/

D/2

1" DIA. SMOOTH DOWELS

8"

D

16" LONG, 12" C/C

BAR EMBEDDED

SEE DETAIL A

PAINT AND LIGHTLYOIL AS REQUIRED TO BREAK BOND

LOCATION.)OTHER THAN NORMAL JOINTTO BE USED IF JOINT FALLS AT(NO. 6 DEFORMED DOWEL BAR

D/3

BACKER ROD-SEE JOINT NOTE NO. 1.JOINT WIDENING SAW-CUT

1/4"

1/2"SEALANTCOLD APPLIED

INITIAL SAW-CUT

1/2" (MIN.)

OVERCUT TO PROVIDE POCKET OF 1/2" TO 3/4"

NOTES:1. SEE JOINT NOTES THIS SHEET.2. REINFORCING IS REQUIRED AT LOCATIONS IDENTIFIED ON THE PLANS AND FOR ODD

SHAPED PANELS, OR PANELS WITH ONE END EXCEEDING THE OTHER BY MORE THAN 25%.3. TIE BARS SHALL BE OF THE SAME SIZE AND SPACING. DO NOT PAINT ENDS. SEE PLANS

FOR LOCATIONS.

JOINT SEALANTCOLD APPLIED

1/4"

BACKER ROD

1"(SEE NOTE NO. 3)

TRANSVERSEJOINT

LINE (LCJ)LONGITUDINAL JOINT

12" SPACING16" DOWELS AT NORMAL

BOTTOM & TOP RUNNERS0.3065 MIN. GAGE

LEGS0.3065 MIN. GAGE

TOP SPREADER .3065 MIN. GAGE(BETWEEN EVERY OTHER BAR, MIN.)

BASKETS SHALL BE SECURELY FASTENED TO THESUBBASE PREVENTING DISPLACEMENT BY CONCRETE.

2" CLEAR (TYP.)LINE

PAVEMENT EDGE

``DOG LEG" JOINTSMOOTH DOWELS

TRANSVERSE JOINTLONGITUDINAL JOINT (LCJ)

3'-0"(MIN.)

JOINTS ARE RADIAL TO CURVE

INSTALL DOWELS PERPENDICULARTO IN ODD SHAPED FILLETSLABS. JOINTS ARE RADIALTO CURVE.

3/8"

POCKET OF 1/2" TO 3/4"OVERCUT TO PROVIDE

APRON PAVING



RESILIENT FIBERBOARDJOINT FILLER- ONEPIECE, FULL DEPTH, FULLWIDTH (CAST-IN-PLACE,TOP PORTION CUT OUTFOR JOINT SEALER &BACKER ROD)

REINFORCEMENT WHEREREQUIRED

REINFORCEMENT WHEREREQUIRED

SEE DETAIL B

INITIAL FILL IN

8" CLEAR (TYP)

8" CLEAR (TYP)

SEE JOINTNOTE NO. 4

SEE JOINTNOTE NO. 4

NOTES:1. WIRE USED IN BASKETS SHALL CONFORM TO ASTM-A82 COLD

DRAWN WIRE.2. DOWEL BAR ATTACHMENT MAY BE FABRICATED BY ARC OR

RESISTANCE TYPE WELDING.3. WIRE FRAME MEMBERS SHALL BE RESISTANCE WELDED EXCEPT

FOR SPREADER WIRES WHICH MAY BE ARC WELDED.

N.T.S.

N.T.S.

N.T.S.

DETAIL "A"

EXPANSION JOINT SEAL DETAIL

DOWELED CONTRACTION JOINT

AT JOINT CORNERSDETAIL FOR DOWEL SPACING

TYPICAL DOWEL BAR BASKETN.T.S.

SKEWED DOWEL INSTALLATIONN.T.S.

DOWELED LONGITUDINAL OR TRANSVERSECONSTRUCTION JOINT DETAIL

CORNER REINFORCING

N.T.S.

N.T.S.

N.T.S.

JOINT NOTES:

NOTES FOR DOWEL AND TIE BAR HOLEDRILLING AND INSTALLATION:

1. LONGITUDINAL AND TRANSVERSE JOINTS SHALL BE SAWED ASINDICATED.

2. FOR ALL JOINTS THE BACKER ROD MATERIAL SHALL BE COMPATIBLEWITH THE COLD POURED SEALANT AND SLIGHTLY OVERSIZED TOPREVENT MOVEMENT DURING THE JOINT SEALANT OPERATION.

3. THE WIDTH OF THE JOINTS SHALL BE CORRECTED FOR 68°F.4. JOINT CONFIGURATION SHALL MEET JOINT SEAL MANUFACTURER'S

SPECIFICATIONS (EXCEPT AS NOTED ON PLANS AND INSPECIFICATIONS).

5. DOWELS AND TIE BARS FOR CONTRACTION JOINTS SHALL BE CAST INPLACE

6. SEE TYPICAL SECTIONS FOR PAVEMENT THICKNESSES.7. IF PAVING OPERATIONS ARE STOPPED FOR MORE THAN ONE-HALF

HOUR, A CONSTRUCTION JOINT SHALL BE USED.8. INSTALL SILICONE JOINT SEALANT IN POURED IN PLACE JOINTS. USE

THE MANUFACTURER'S RECOMMENDED SHAPE FACTOR. TYPICALLYT = 1/2 W, WHERE T = THE THICKNESS OF THE MATERIAL, AND W =THE WIDTH OF THE JOINT.

A. DRILLING AND INSTALLATION METHOD SHALL BE CAPABLE OFMAINTAINING DRILL HOLES AND EMBEDDED BARS: (A) PARALLEL TOTHE CONCRETE AND, (B) NORMAL TO THE JOINT LINE, WITHIN 1/4"AT THE END OF THE DOWEL OR TIE BAR EXCEPT WHERE SPECIFIEDOTHERWISE. DRILL HOLES SHALL BE ACCURATELY LAID OUT SOTHAT THE MAXIMUM DEVIATION DOES NOT EXCEED 1". DRILL HOLEDIAMETER TO BE APPROXIMATELY 1/8" CLEAR OF BAR ALL AROUND.

B. AFTER THE DRILLING IS COMPLETE AND PRIOR TO INSTALLATIONOF THE DOWEL OR TIE BARS, THE HOLES SHALL BE THOROUGHLYCLEANED TO REMOVE DRILLING DUST, CONCRETE CHIPS, AND ANYMATERIAL DETRIMENTAL TO BONDING.

C. EPOXY GEL SHALL BE APPLIED TO THE DOWEL AND SUFFICIENTGEL INJECTED IN THE BACK OF THE TIE BAR HOLE BY AMECHANICAL MIXING/PUMP DEVICE SO THAT A SLIGHT AMOUNT OFGEL WILL BE FORCED OUT WHEN THE DOWEL OR TIE BAR ISINSERTED AND TAPPED TO THE CORRECT POSITION. IT WILL BENECESSARY TO TWIST THE BAR BACK AND FORTH SEVERAL TIMESTO ELIMINATE THE AIR ENTRAPPED IN THE HOLE. SMALL WEDGESMAY BE USED TO SUPPORT THE DOWEL OR TIE BAR IN CORRECTALIGNMENT UNTIL THE GEL HARDENS.

SEE NOTE 3

DETAIL "B"

GRADED CRUSHEDAGGREGATE BASECOURSE

15'-0"

OR NEAREST JOINT LINE

10"

STRUCTURES OREXISTING CONCRETE

PAVEMENT

3"

REINFORCEMENT WHEREREQUIRED (SEE NOTE 5)

THICKENED EDGE EXPANSION JOINTN.T.S.

D

E

A

DEFORMEDDOWELS(SEE PAVEMENTJT. PLAN.)

A1 CONCRETE JOINTSNO SCALE

EXPANSION JOINT SEALSEE DETAIL THIS SHEET

LONGITUDINAL AND TRANSVERSEJOINT SEAL DETAIL

1/4" (TO TOPOF SEALANT)

A8 ROOF DRAIN CONNECTIONNO SCALE

PVC PIPE (SEE C-120 FOR PIPE SIZE)6" DIA. PVC PIPE

6" DIA. PVC PIPE

MIN. 6" DIA. PVC PIPE

45° PVC WYE

6" 45° PVC ELBOW

0.5% MIN.

6" 90° PVC ELBOW

FINISHED GRADE

FOOTING

6" 45° PVC ELBOW

PLAN

MANUFACTURER'S STANDARDTRANSITIONAL COUPLING

45° PVCWYE

BUILDING

DOWNSPOUT (SEE ARCHITECTURALPLANS FOR DOWNSPOUT SIZE)

PVC PIPE(SEE C-120FOR PIPESIZE)

9' 9'

18.5'

4" WIDE WHITETRAFFIC PAINT

4" WIDE WHITE STRIPING @45° (TYP)

9'

HANDICAPPED PARKINGFLUSH WITH SIDEWALK

12" MIN.

18" MIN.

1. ALL SIGNS SHALL BE 0.080" THICK ALUMINUM.2. ALL SIGNS SHALL CONFORM WITH ALL CURRENT A.D.A FEDERAL, STATE, AND LOCAL

CODES & REGULATIONS.3. PLACE "VAN ACCESSIBLE" SIGN IN FRONT OF VAN ACCESSIBLE SPACES ONLY.4. PLACE SIGNS AS SHOWN ON SITE PLAN

PARKINGRESERVED

6"ACCESSIBLE

VAN

12"

5'-0

" FO

R A

UTO

7'-0

" FO

R V

AN

2'-0"

PARKINGRESERVED

3" MIN

ACCESSIBLEVAN

8"

PAINTED AISLES ASSPECIFIED ON C-110

INTERNATIONAL SYMBOLOF ACCESSIBILITY

PARKING SPACE MARKINGREFLECTIVE WHITE

PAVEMENT PAINT

GROUNDLINE

STANDARDSIGN R7-8

STANDARD SIGNR7-8P

H/C SIGN WITH THE INTERNATIONAL ACCESS SYMBOL DESIGNATINGSPACE FOR ACCESSIBLE PARKING

CONCRETEFOUNDATION

D8 HANDICAP PAVEMENT MARKING AND SIGNNO SCALE

SIDEWALK

L PARKING STALLC

NOTES:

BREAKAWAY TUBULARSIGN SUPPORT

C-503

6" X 6" GRAY CAST IRON (ASTM A-48 CLASS 30),DOWNSPOUT BOOT WITH 2" MIN. OFFSET.POWDER COATED: FACTORY APPLIED COAT FINISH,COLOR TO BE SELECTED FROM MANUFACTURER'SSTANDARD RANGE.12

" MAX

1

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AMENDMENT NO. 0001

AutoCAD SHX Text

*

AutoCAD SHX Text

VARIES

TOP OF SLAB

0' - 0"

ROOF EAVE

45' - 0"

1234

NEW BUILDING

EXISTING BUILDINGN.I.C.

24 GAUGE "R" PROFILE FACTORY PAINTED METAL WALL PANELS, TYP.

CAMERA, TYP. SEE ELECTRICAL.

LIGHT FIXTURE. SEE ELECTRICAL.

BOLLARD, TYP. SEE CIVIL AND STRUCTURAL

24 GAUGE NEW BUILDING FACTORY PAINTED METAL ROOF PANELS TO MATCH EXISTING BUILDING METAL ROOF

8" X 8" STEEL PAINTED GUTTER W/ END CAPS, TYP.

6" X 6" STEEL PAINTED DOWNSPOUT, TYP.

LIGHT FIXTURE, SEE ELECTRICAL

LOUVER, SEE MECHANICAL

1' - 5 3/4"25' - 4"25' - 0"25' - 4"1' - 5 7/8"

CAM. CAM.

TO

CE

NT

ER

OF

FIX

TU

RE

, T

YP

.

21

' -

0"

10

' - 0

" T

YP

.TO

BO

TT

OM

OF

LO

UV

ER

33

' -

6"

TOP OF SLAB

0' - 0"

GANTRY TOS

31' - 6"

ROOF EAVE

45' - 0"

1 2 3 4

EXIST BUILDINGN.I.C.

NEW BUILDING

4'X4' WINDOWS W/ 1/4" INSULATED LAMINATED GLAZING IN ALUMINUM FRAMING

6" X 6" STEEL PAINTED DOWNSPOUTS

CAMERA TYPICAL, SEE ELECTRICAL CAM. CAM.

BOLLARDS, TYP. SEE CIVIL AND STRUCTURAL




6" X 6" STEEL PAINTED GUTTER W/ END CAPS

8" X 8" STEEL PAINTED GUTTER W/ END CAPS

6" X 6" STEEL PAINTED DOWNSPOUT, TYP.LOUVER, SEE

MECHANICAL

1' - 5 3/4" 25' - 4" 25' - 0" 25' - 4" 1' - 5 7/8"


BID OPTION #4-COILING DOOR20'-0" x 20'-0"

CAM.

9' -

1 1

/2"

TO

CE

NT

ER

OF

FIX

TU

RE

, T

YP

.

21

' -

0"

TO

CE

NT

ER

OF

LO

UV

ER

35

' -

6 3

/4"

LOW ROOF EAVE

12' - 0"

TOP OF SLAB

0' - 0"

ROOF EAVE

45' - 0"

ABCDEF

LIGHT FIXTURE. SEE ELECTRICAL

WEATHER HOODS, SEE MECHANICAL


4'X4' WINDOWS W/ 1/4" INSULATED LAMINATED GLAZING IN ALUMINUM FRAMING

CAMERAS, TYP.SEE ELECTRICAL.



6" X 6" STEEL PAINTED GUTTER WITH END CAPS, TYP.



12

2

12

2

12

2

20' - 5"

3' - 1 3/4"

23' - 5 1/4" 23' - 5 1/4" 3' - 1 3/4"

EXHAUST WALL CAP, SEE MECHANICAL

INTAKE LOUVER, SEE MECHANICAL

LIGHT FIXTURE. SEE ELECTRICAL.

CAM. CAM.

TO

CE

NT

ER

OF

FIX

TU

RE

, T

YP

.

21

' -

0"

10

' - 0

" T

YP

.

TO

BO

TT

OM

OF

LO

UV

ER

, T

YP

.

25

' -

0 1

/8"

LOW ROOF EAVE

12' - 0"

TOP OF SLAB

0' - 0"

ROOF EAVE

45' - 0"

A B C D E F



COILING DOOR20'-0" x 20'-0"BOLLARD, TYP. SEE

CIVIL AND STRUCTURAL


WEATHER HOOD, SEE MECHANICAL



12

2

12

2

12

2




3' - 1 3/4"

23' - 5 1/4" 23' - 5 1/4" 3' - 1 3/4"

EXHAUST WALL CAP, SEE MECHANICAL

CAM.CAM.

CAMERA TYPICAL, SEE ELECTRICAL

TO

CE

NT

ER

OF

FIX

TU

RE

, T

YP

.

21

' -

0"

TO

CE

NT

ER

OF

LIG

HT

FIX

TU

RE

10

' -

0"

TRANSFORMER BEYOND.TO

BO

TT

OM

OF

LO

UV

ER

25

' -

0"

LOW ROOF EAVE

12' - 0"

US Army Corps of Engineers ®

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3/32" = 1'-0"E6NORTH ELEVATION

3/32" = 1'-0"A4SOUTH ELEVATION

3/32" = 1'-0"E1EAST ELEVATION

3/32" = 1'-0"A1WEST ELEVATION

0 4' 8' 16' 24'

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AMENDMENT NO. 0001

F

10

' -

0"

A-501

B8

A-501

A8

CONCRETE SLAB FOUNDATION, SEE STRUCTURAL

CONCRETE SIDEWALK, SEE CIVIL

FLASHING WITH DRIP EDGE

ROLLED SILL ANGLE

1 1/2" METAL FURRING @ 16" O.C. WITH FULL BATT INSULATION. R-19

1/4" LAMINATED GLAZING IN ALUMINUM FRAMING

SIL

L H

EIG

HT

TY

P.

3' -

0"

BID OPTION 1: 2' X 2' LAY-IN ACOUSTICAL CEILING SYSTEM IN OFFICES.

24 GAUGE "R" PROFILE METAL WALL PANELS, TYP.

10 GAUGE SUPPORT WIRES AT 4'-0" O.C. ON MAIN TEES.

FULL BATT INSULATION W/ VINYL FACING, TYP. R-19


HANGER CLIPS AT 48" O.C.

ROLL FORMED METAL CHANNEL

24 GAUGE PAINTED METAL ROOF R PANELS TO MATCH EXISTING BUILDING METAL ROOF

ROLLED "Z" PURLIN

A-501

A1

A-501

C1

"Z" GIRT TYP, SPACING PER PEMB REQUIREMENTS

BACKER ROD AND SEALANT, TYP.

SLOPE

CLOSURE END TRIM

AIR BARRIER ON EXT. SHEATHING

CONTINUOUS RIGID INSULATION

EXTERIOR SHEATHING


1 1/2" METAL DECK

3" RIGID INSULATION

1/2" PROTECTION BOARD

SELF ADHERING MEMBRANE/ AIR BARRIER

F




ROLLED SILL ANGLE


BID OPTION 1 - BUILD OUT OFFICES: 2' X 2' LAY-IN ACOUSTICAL CEILING SYSTEM IN OFFICES.







24 GAUGE PAINTED METAL ROOF PANELS TO MATCH EXISTING BUILDING METAL ROOF

ROLLED "Z" PURLIN

5/8" TYPE "X" GYP. BD. TYP.

"Z" GIRT, TYP.

10

' -

0"

BID OPTION 1 - BUILD OUT OFFICES: PAINT GYP. BD. WALLS

0' - 0 5/8"

0' - 1 1/2"

A-501

A1 SIM

A-501

C1

SLOPE

BACKERROD AND SEALANT TYP.

CONFIRM LOCATION OF STEEL BENT IN RELATION TO "Z" GIRTS WITH PEMB MFG.

CLOSURE END TRIM

AIR BARRIER

EXTERIOR SHEATHING

CONTINUOUS RIGID INSULATION

SIM



3" RIGID INSULATION

1 1/2" METAL DECK

1

BOLLARDS, TYP. SEE CIVIL AND STRUCTURAL


OVERHEAD COILING DOOR

CONCRETE DRIVEWAY, SEE CIVIL

"Z" GIRT, TYP.

20

' -

0"

OVERHEAD COILING DOOR TRACK.

METAL JAMBS, PAINTED.

OVERHEAD COILING DOOR SYSTEM

3' -

0"

1 1/2" METAL DECK

ROLLED "Z" PURLIN

CLOSURE END TRIM

EXTERIOR SHEATING

2

CONCRETE SIDEWALK,SEE CIVIL

CONCRETE SLAB FOUNDATION, SEE STRUCTURAL.

A-603

C3

DOOR AND FRAME AS SCHEDULED.

A-603

A3


2' X 2' LAY-IN ACOUSTICAL CEILING SYSTEM.






"Z" GIRT, TYP.

AIR BARRIER

ROLLED "Z" PURLIN

1 1/2" METAL DECK

3" RIGID INSULATION



CLOSURE END TRIM

STRUCTURE ELEMENT, SEE STRUCTURAL

A24 GAUGE PAINTED METAL ROOF PANELS TO MATCH EXISTING BUILDING METAL ROOF


A-603

B5



"Z GIRT, TYP.

DOOR AND FRAME AS SCHEDULED.


CONCRETE SLABFOUNDATION, SEESTRUCTURAL.

A-603

A3SIM


ROLLED "Z" PURLIN

A-501

C3

CLOSURE END TRIM

10

' -

0"

RUBBER BASE

PAINTED GYP. BD. WALLS. BOTH SIDES.

2' X 2' LAY-IN ACOUSTICAL CEILING SYSTEM

10 GAUGE SUPPORT WIRES AT 4'-0" O.C. ON MAIN TEES

3 5/8" METAL FRAMING W/ 5/8" TYPE "X" GYP. BD. ON EACH SIDE TO UNDERSIDE OF STRUCTURE.

NOTE: USE 5/8" TYPE "WR" GYP. BD. ON WET WALLS

FLOOR AS SCHEDULED. BOTH SIDES.

BSCALE : 1" = 1'-0"

1 1/2" MTL. STUD FURRING PARTITION

FINISH CEILING WHERE OCCURS(SEE SCHEDULE)

MTL. STUD FRAMING AT 16" O.C.

(1) LAYER 5/8" GWB(ONE SIDE ONLY)

RUNNER TRACK

BATT INSULATION AT OFFICES

ASCALE : 1" = 1'-0"

3 5/8" MTL. STUD PARTITION

1' -

0"FINISH CEILING

WHERE OCCURS(SEE SCHEDULE)


RUNNER TRACK

(1) LAYER 5/8" GWB(EACH SIDE)

BATT INSULATION AT OFFICES

CSCALE : 1" = 1'-0"

PEMB PARTITION

VINYL FACED INSULATION, R-19.

"Z" GIRT, TYP.

DSCALE : 1" = 1'-0"

PEMB PARTITION

1 1/2" MTL. STUD AT 16" O.C.

SPRAY FOAM INSULATION AT "TAB" SIDE (VAPOR RETARDER)

"Z" GIRT, TYP.

INT. GYP AT CORRIDOR

EXT. METAL R PANEL ABOVE LOW ROOF

EXT. METAL R PANEL

RUNNER TRACK

RUNNER TRACK

ESCALE : 1" = 1'-0"




RUNNER TRACK

(1) LAYER5/8" GWB

LIQUID APPLIED AIR/ VAPOR BARRIER

1 1/2" CONTINUOUS RIGID INSULATION. R-9.8

EXT. SHEATHING

1 1/2" METAL STUD @ 16" O.C.

CAP INSULATION AT LOW ROOF OF OFFICE CORRIDOR

"Z" GIRT

EXT. SHEATHING

FSCALE : 1" = 1'-0"




RUNNER TRACK

(1) LAYER5/8" GWB(EACH SIDE)

SPRAY FOAM INSULATION. R-19

METAL STUD CAP W/ METAL DECK TOP

STRUCTURE BEYONDUS Army Corps of Engineers ®

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TE

:

DE

SIG

N T

AS

K O

RD

ER

NO

.:

DE

SIG

N C

ON

TR

AC

T N

O.:

1

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

DA

TE

MA

RK

DE

SC

RIP

TIO

N


A-310

WA

LL S

EC

TIO

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ER

DC

, V

ICK

SB

UR

G, M

S

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BIL

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TP

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OX

2288-0

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BIL

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MA

36628-0

001

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ND

3500 P

AR

KW

AY

LA

NE

| S

UIT

E 5

00

PE

AC

HT

RE

E C

OR

NE

RS

, G

EO

RG

IA 3

0092

-

AM

O

AM

O

MW

A

JA

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0037

W9127820F

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-

3/4" = 1'-0"A1WALL SECTION


3/4" = 1'-0"A8WALL SECTION AT OVERHEAD DOOR



0 0.5' 1' 2' 3'

3/4" = 1'-0"F1WALL SECTION

1" = 1'-0"F2WALL TYPES

0 1'0.5' 2'

1A

ME

ND

ME

NT

0001

13

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AMENDMENT NO. 0001




FULL BATT INSULATION W/ VINYL FACING, TYP.

5/8" TYPE "X" GYP. BD. TYP."Z" GIRT.

CORNER BEAD

"J" BEAD

1/2" SEALANT (ALL AROUND), TYP.

SHIMS

24 GAUGE DRIP EDGE FLASHING, PAINTED, TYP.


WINDOW JAMB DETAIL (SIMILAR)

1/2" SEALANT AT JAMBS



2 1/2" METAL FURRING @ 16" O.C. WITH FULL BATT INSULATION, TYP. R-19

PAINTED GYP. BD.



SHIMS

"Z" GIRT

FULL BATT INSULATION W/ VINYL FACING. R-19


24 GAUGE DRIP EDGE FLASHING, PAINTED. END DAMS, FULL BED OF SEALANT.

"J" BEAD

SOLID SURFACE SILL

3

F

16 GAUGE 3 5/8" METAL FRAMING @ 16" O.C.

5/8" TYPE "X" GYP. BD. WALL, PAINTED.


STRUCTURAL ELEMENTS, SEE STRUCTURAL


FULL BATT W/ VINYL FACING, TYP. R-19

1 1/2" METAL STUD

1/2" EXTERIOR SHEATHING

LIQUID APPLIED AIR/VAPOR BARRIER

CONTINUOUS RIGIDINSULATION

4

F


STRUCTURAL ELEMENTS, SEE STRUCTURAL


FULL BATT W/ VINYL FACING, TYP. R-19

16 GAUGE 3 5/8" METAL FRAMING @ 16" O.C.

5/8" TYPE "X" GYP. BD. TYP., PAINTED.


1 1/2" METAL STUD

1/2" EXTERIOR SHEATHING

LIQUID APPLIED AIR/VAPOR BARRIER

CONTINUOUS RIGIDINSULATION

F






BACKER ROD AND SEALANT, TYP.

EXPANSION JOINT

TYPE "X" GYP WALL BOARD

WATER CLOSETSCALE: 1/2" = 1'-0"

GRAB BAR (GB-2)

GRAB BAR (GB-2)

SCALE: 1/2"=1'-0"

MAX.

1' - 0" 42" MIN.

TO

TO

P O

F

33"

MIN

.

36"

MA

X.

GRAB BAR (GB-1)SCALE: 1/2"=1'-0"

36" MIN. 6"

TO

TO

P O

F

33"

MIN

.

36"

MA

X.

GRAB BAR (GB-1)

TOILET TISSUEDISPENSER (TTD)SCALE: 1/2"=1'-0"

MIN

.

1' -

3"

REAR WALL

SIDE WALL

CLE

AR

27"

MIN

.

TO

TO

P O

F R

IM

34"

MA

X.

15" MIN.

LAVATORYSCALE: 1/2" = 1'-0"

MIRROR -FRAMED (MF)

MIRROR -FRAMED

40"

MA

X.

TO

BO

TT

OM

OF

R

EF

LE

CT

IVE

S

UR

FA

CE

SCALE = 1/2" = 1'-0"

SND LOCATION (LOCATE BELOW GRAB BAR)

SCALE: 1/2"=1'-0"

SANITARY NAPKIN DISPOSER (SND)

PAPER TOWEL DISPENSER (PTD)

FIRE VALVE CABINET & FIRE EXTINGUISHER CABINET (FEC)

DRINKING FOUNTAIN

PTD

NOTE: CABINET SHALL NOT PROJECT MORE THAN 4" FROM WALL.

SHEET NOTES:

TO

TO

P O

F C

AB

INE

T

48"

MA

X.

SCALE: 1/2"=1'-0"

SCALE: 1/2"=1'-0"SCALE: 1/2"=1'-0"

DIS

PE

NS

ER

OU

TLE

T

48"

MA

X. T

O

PA

PE

R T

OW

EL

1. THIS SHEET INDICATES TYPICAL AND ACCESSIBLE MOUNTINGHEIGHTS AND ADDITIONAL CRITERIA.

2. THE ACCESSIBLE CRITERIA INDICATED ON THIS SHEET ARE INCOMPLIANCE WITH THE ADA STANDARDS FOR ACCESSIBLEDEISGN (2010) AND THE ABA ACCESSIBILITY STANDARD FORDEPARTMENT OF DEFENSE FACILITIES (2008).

3. DETAILS ON THIS SHEET INDICATING ACCESSIBLEREQUIREMENTS ARE MARKED WITH THE "INTERNATIONALSYMBOL OF ACCESSIBILITY".

4. VERIFY MANUFACTURER'S RECOMMENDED ACCESSIBLEMOUNTING LOCATIONS WITH THOSE LISTED ON THIS SHEET.

TO

TO

P

OF

S

EA

T

GR

IPP

ING

S

UR

FA

CE

54" MIN.

GR

IPP

ING

S

UR

FA

CE

48"

MA

X.

CLTTD OUTLET LOCATION

7" MIN.

9" MAX.

24" MIN.

MIN.

1' - 0"

CL

TTD LOCATION

19"

MA

X.

17"

MIN

.

CLE

AR

27"

MIN

.

SP

OU

T H

EIG

HT

36"

MA

X.

ACCESSIBLE KNEE AND TOE CLEARANCE

"INTERNATIONAL SYMBOL OF ACCESSIBILITY"

MIN

.

1' -

3"

MIN

. CLR

.

1 1

/2"

TSCD

OP

ER

AB

LE

PA

RT

40"

MA

X. T

O H

IGH

ES

T

TOILET SEAT COVER DISPENSER (DCS)SCALE: 1/2"=1'-0"

GRAB BAR (GB-3)

GRAB BAR (GB-3)

SCALE: 1/2"=1'-0"

TO

BO

TT

OM

OF

39"

- 4

1"

SIDE WALL

39" - 41"

GR

IPP

ING

S

UR

FA

CE

SOAP DISPENSER (SD1)

OP

ER

AB

LE P

OR

TIO

N

*48"

MA

X. T

O

SCALE: 1/2"=1'-0"

*44" MAX. IF LOCATEDOVER AN OBSTRUCTION

F




24 GAUGE PAINTED METAL ROOF R PANELS TO MATCH EXISTING BUILDING METAL ROOF

CLOSURE END TRIM

1 1/2" METAL DECK

3" RIGID INSULATION



"Z" GIRT TYP, SPACING PER PEMB REQUIREMENTS

BATT INSULATION TO FILL CAVITY

BENT ANGLEROOF EAVE

45' - 0"

A





ROLLED "Z" PURLIN

END CLOSURE TRIM

METAL WALL PANEL

1 1/2" METAL DECK


SHEET ID

US

AR

MY

CO

RP

S O

F E

NG

INE

ER

S

DR

AW

N B

Y:

DE

SIG

NE

D B

Y:

SU

BM

ITT

ED

BY

:

SIZ

E:

CH

EC

KE

D B

Y:

AN

SI D

ISS

UE

DA

TE

:

DE

SIG

N T

AS

K O

RD

ER

NO

.:

DE

SIG

N C

ON

TR

AC

T N

O.:

1

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

DA

TE

MA

RK

DE

SC

RIP

TIO

N


A-501

AR

CH

ITE

CT

UR

AL D

ET

AIL

S A

ND

AD

A M

OU

NT

ING

HE

IGH

TS

ER

DC

, V

ICK

SB

UR

G, M

S

MO

BIL

E D

IST

RIC

TP

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OX

2288-0

001

MO

BIL

E, A

LA

BA

MA

36628-0

001

PO

ND

3500 P

AR

KW

AY

LA

NE

| S

UIT

E 5

00

PE

AC

HT

RE

E C

OR

NE

RS

, G

EO

RG

IA 3

0092

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O

AM

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A

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1 1/2" = 1'-0"B8WINDOW HEAD DETAIL

1 1/2" = 1'-0"A8WINDOW SILL DETAIL

0 0.25' 0.5' 1' 1.5'

1 1/2" = 1'-0"A5COLUMN DETAIL

1 1/2" = 1'-0"A3CORNER COLUMN DETAIL

1 1/2" = 1'-0"A1WALL SECTION AT GROUND

1/2" = 1'-0"

ADA MOUNTING HEIGHTS

0 2'1' 4'

1 1/2" = 1'-0"C1WALL SECTION AT ROOF - INSULATED

1 1/2" = 1'-0"C3WALL SECTION AT TAB ROOF

1A

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AMENDMENT NO. 0001

PB

PB

C

PB

1

2

3

P4A

4

5

A1

E-501(TYP)

MGB

10'-0" MAX3'-0" MIN

10'-0" MIN (T

YP)

6


SHEET ID

US

AR

MY

CO

RP

S O

F E

NG

INE

ER

S

DR

AW

N B

Y:

DE

SIG

NE

D B

Y:

SU

BM

ITT

ED

BY

:

SIZ

E:

CH

EC

KE

D B

Y:

AN

SI D

ISS

UE

DA

TE

:

DE

SIG

N T

AS

K O

RD

ER

NO

.:

DE

SIG

N C

ON

TR

AC

T N

O.:

1

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

DA

TE

MA

RK

DE

SC

RIP

TIO

N


ES101

ELE

CT

RIC

AL S

ITE

PLA

N

ER

DC

, V

ICK

SB

UR

G, M

S

MO

BIL

E D

IST

RIC

TP

.O. B

OX

2288-0

001

MO

BIL

E, A

LA

BA

MA

36628-0

001

PO

ND

3500 P

AR

KW

AY

LA

NE

| S

UIT

E 5

00

PE

AC

HT

RE

E C

OR

NE

RS

, G

EO

RG

IA 3

0092

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WE

D

RM

MW

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JM

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SHEET NOTES:

1. REFER TO E-001 & E-002 FOR ELECTRICAL GENERAL NOTES,ABBREVIATIONS & LEGEND.

2. REFER TO E-602 FOR GROUNDING RISER DIAGRAM.

KEYNOTES:

1. EXISTING 500kVA TRANSFORMER TO BE RELOCATED BYGOVERNMENT PRIOR TO CONSTRUCTION.

2. EXISTING 500kVA TRANSFORMER PROPOSED NEW LOCATION.TRANSFORMER RELOCATION WILL BE COMPLETED BY THEGOVERNMENT PRIOR TO CONSTRUCTION. COORDINATE FINALLOCATION WITH GOVERNMENT.

3. PROVIDE A NEW UNDERGROUND DUCTBANK. REFER TO E-601FOR QUANTITY, CONDUIT SIZE, AND CONDUCTORS.

4. REFEEDING OF THE EXISTING TARGET FACILITY WILL BECOMPLETED BY THE GOVERNMENT PRIOR TO THE START OFTHIS PROJECT.

5. PROVIDE 2-WAY DUCTBANK FOR TELECOMMUNICATIONS.PROVIDE ONE CONDUIT WITH THREE 1" INNERDUCTS ANDPULLSTRING, AND ONE CONDUIT WITH PULLSTRING. REFERTO D7/E-502.

6. EXISTING TELECOMMUNICATIONS HANDHOLE.

SCALE: 1/16" = 1'-0"A2ELECTRICAL SITE PLAN

SCALE: = 1'-0"

0 16 3216

1/16"

PLAN NORTH

1A

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AMENDMENT NO. 0001

P4A, 400A MCB, 480Y/277V,3PH, 4W, 18,000 SCCR

SE1

TO UTILITY

TO EXISTING SWBD "MS"

GROUNDING TRIAD

BLDG STEEL

UNDERGROUND WATER PIPE

MAIN GROUND BAR (24" L X 4" H X 1/4"D ON 2" STAND OFF INSULATORS)

NG

TMGB

M SPDUL 14494TH EDITION

100A/3P, NEMA 3RENCLOSEDCIRCUIT BREAKER

T75P

T75S1

100CU

MTR1

MTR1

M

30 TONCRANE

100/NF/3/3R

1

T75S2

100A

/3P

SP

AR

E

400A

/3P

125A

/3P

70A

/3P

(EX) 500 KVA13,800V: 480Y/277V3PH, 4W PMT

T-P275KVA480V:208Y/120V

PANELP2A150AMCB

SPD

UL 14494TH EDITION

PANELC2

100AMLO

SPD

UL 14494TH EDITION

50A

/3P

SP

AR

E


SHEET ID

US

AR

MY

CO

RP

S O

F E

NG

INE

ER

S

DR

AW

N B

Y:

DE

SIG

NE

D B

Y:

SU

BM

ITT

ED

BY

:

SIZ

E:

CH

EC

KE

D B

Y:

AN

SI D

ISS

UE

DA

TE

:

DE

SIG

N T

AS

K O

RD

ER

NO

.:

DE

SIG

N C

ON

TR

AC

T N

O.:

1

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

DA

TE

MA

RK

DE

SC

RIP

TIO

N


E-601

ELE

CT

RIC

AL O

NE

-LIN

E D

IAG

RA

M

ER

DC

, V

ICK

SB

UR

G, M

S

MO

BIL

E D

IST

RIC

TP

.O. B

OX

2288-0

001

MO

BIL

E, A

LA

BA

MA

36628-0

001

PO

ND

3500 P

AR

KW

AY

LA

NE

| S

UIT

E 5

00

PE

AC

HT

RE

E C

OR

NE

RS

, G

EO

RG

IA 3

0092

-

WE

D

RM

MW

A

JM

S

12 J

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UA

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2021

W9127818D

0037

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0055

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PO

ND

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NO

:

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EX

PA

ND

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RG

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AS

SE

MB

LY

FA

CIL

ITY

-

SHEET NOTES:

1. REFER TO E-001 & E-002 FOR ELECTRICAL GENERAL NOTES,ABBREVIATIONS & LEGEND.

2. REFER TO E-600 FOR ELECTRICAL FEEDER SCHEDULES.

3. REFER TO E-602 FOR GROUNDING RISER DIAGRAM.

SCALE: N.T.S.A3ELECTRICAL ONE LINE DIAGRAM

KEYNOTES:

1. PROVIDE AS PART OF BID OPTION #3.

1A

ME

ND

ME

NT

0001

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AMENDMENT NO. 0001

TARGET ASSEMBLY FACILITY EXPANSION

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