W912HN-17-R-0011_AMD2.PDF

1 2 3 4 5

U S

A

R M

Y

C

O R

P

O

F

E

N G

I N

E E

R S

D

C

B

A

S A

V A

N N

H

D

I S

T R

I C

T

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

C H

E C

K E

D

B

Y

A N

S I

D

F I L

E

N

A M

E

I S

S U

E

D

A T

E

C O

N T

R A

C T

N

S O

L I C

I T

A T

I O

N

N

O

C A

T E

G O

Y

D

E

US Army Corps of Engineers ®

SHEET ID

S E

Y M

O U

R

J O

H N

S O

N

A

F B

N

C

A T

C T

B

A S

E

O

M

P L

E X

M A

R K

D E

S C

R I P

T I O

N D

A T

E

C E

M r o j e c t

N o

T P r o j e c t

M a n a g e r

C

H R

N

S O

N

C

S u m m e r v i l l e

S o u t h a r o l i n a

G E

N E

R A

L

J

E

W

H N

R

FOR CONSTRUCTION

R

E V

I S

W

A

M E

N D

M E

C I V

L

T

A I L

S

R C

F

C J R

C J H

B P

B

C-513

C E

C

D

W G

CONTROLLED AREA

PERSONNEL ONLY

AUTHORIZED

A. SIGNS

1. WARNING SIGNS SHALL BE INSTALLED ALONG THE ENDS AND MIDDLE OF ALL LENGTHS OF

THE FOD FENCE WHICH ABUT A CONTROLLED AREA IDENTIFIED BY THE CONTRACTING

OFFICER.

2. WARNING SIGNS SHALL BE INSTALLED AT CENTER OF THE POST.

3. TOP OF SIGNS SHALL BE LOCATED AT THE TIP OF THE PLASTIC FLAGGING.

4. WARNING SIGNS SHALL BE ATTACHED TO THE POST IN PREDRILLED HOLES WITH A NUT AND

BOLT.

5. SIGN PANELS SHALL BE MANUFACTURED FROM STEEL OR ALUMINUM PLATE AND SHALL BE A

MINIMUM THICKNESS OF 0.08 INCHES OR 14 GAUGE.

B. FOD FENCE

1. POST SHALL BE SPACED AT 10' MAXIMUM INTERVALS ALONG THE FENCE.

2. THE CONTRACTOR SHALL MAINTAIN THE CONSTRUCTION AREA ZONE THROUGHOUT THE

DURATION OF THE CONTRACT. UPON COMPLETION OF THE CONTRACT, ALL MATERIALS USED

IN THE FENCE SHALL BECOME THE CONTRACTOR'S PROPERTY AND SHALL BE DISPOSED OF

OFF THE GOVERNMENT PREMISES.

3. FLASHING AMBER-YELLOW LIGHTS SHALL HAVE AT LEAST 5 CANDELAS EFFECTIVE

INTENSITY AND FLASH AT A RATE OF 55 TO 75 FLASHES PER MINUTE.

FLASHING AMBER-YELLOW LIGHT.

(SEE FOD FENCE NOTE 3)

1'

1'

SOLID REFLECTIVE ORANGE

STRIPES - 6" T0 12" WIDE

1. ORANGE AND WHITE AREA SHALL BE

RETROREFLECTORIZED WITH MATERIALS

CONFORMING TO L-S-300C, REFLECTIVITY 2

NOTES:

C2

SCALE: NOT TO SCALE

LOW PROFILE BARRICADE DETAIL

SOLID REFLECTIVE WHITE

STRIPES - 6" T0 12" WIDE

C1

SCALE: NOT TO SCALE

SIGN NO.1

NOTES:

10"x14"

A1

SCALE: NOT TO SCALE

CONSTRUCTION/FOD FENCE DETAILS

LOW PROFILE

BARRICADE (TYP.)

BATTERY OPERATED FLASHING

AMBER-YELLOW WARNING LIGHT

(LOCATED 16" O.C.)

SANDBAGS AS

REQUIRED (TYP.)

2" X 4" (PRESSURE

TREATED)

2" X 4" 12GA. WWF COVERED

WITH SILT FENCING MATERIAL,

STAPLED - CONFORMING TO

AASHTO M 288

FENCE

SUPPORTS

(4' O.C.)

24"

TO CONSTRUCTION

12"

B1

SCALE: NOT TO SCALE

FOREIGN OBJECT DEBRIS (FOD) FENCE LAYOUT DETAIL

SCALE: NOT TO SCALE

DUMPSTER WALL SECTION

A4

4" SOLID CMU CAP

8" DEEP BOND BEAM

W/ 2 - #4 CONT.

HEAVY DUTY

CONCRETE SECTION

GROUT SOLID

BELOW GRADE

CONC FOOTING

SECTION VIEW

CONC FOOTING

FINISH GRADE

(4) #5 REBAR EW

TOP AND BOTTOM

ORNAMENTAL FENCE COLUMN

B5

SCALE: NOT TO SCALE

SIDE VIEW

2'X2' SPLIT FACE CMU

COLUMN W/ 4 -#6 VERT.

& #2 CLOSED TIES @ 8"

O.C. FABRICATE TIES IN

FLAT PLANE. GROUT

ALL CORES SOLID

8" SPLIT FACE CMU W/ #5 @ 32" O.C. VERT. & W.17

LADDER REINFORCEMENT HORIZ. @ 16" O.C.

#4 @ 12" O.C. EW

TOP & BOTTOM

2' - 6"

FOOTING DOWELS AT EA. VERT.

4'

SLOPED PRECAST

TOP WITH DRIP EDGE

ON ALL SIDES, TYP

CONTINUOUS BOND

BEAM, ALL SIDES

2'-0" x 2'-0", REINFORCED SPLIT

FACE SQUARE CMU COL

#6 REBAR AT EACH

CORNER OF COLUMN (4)

TOTAL PER COLUMN

FULLY GROUT

ALL CELLS

GROUT SOLID

BELOW GRADE

COLOR AND MATERIAL

TO MATCH EXISTING

COLOR AND MATERIAL

TO MATCH EXISTING

SPEED HUMP

SCALE: NOT TO SCALE

D3

6'

12'

MUTCD SPEED HUMP MARKINGS

(SEE C-505 AND CS105)

EXPANSION

JOINT (1/2"

EXPANSION

MATERIAL)

2'-4"

2" 2"

06-30-2017 bmccoy Rectangle bmccoy Snapshot bmccoy Polygon bmccoy Text Box

SD

SD

SD

SD

S D

S D

S D

SD

SD

SD

S D

S D

S D

S D

G O

O D

S O

N

A

V E

N U

E

S D

MATCHLINE AREA "B"

MATCHLINE AREA "A"

LIMITS OF

CONSTRUCTION

(BID OPTION #2)

LIMITS OF

CONSTRUCTION

(BASE BID)

1 2 3 4 5

M

Y

C

O R

F

E

N G

I N

E E

R S

D

C

B

A

S A

V A

N N

S

T R

I C

T

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

C H

E C

K E

D

B

Y

A N

S I

D

F I L

E

N

A M

E

I S

S U

E

D

A T

E

C O

N T

R A

S O

L I C

I T

A T

I O

N

N

O

C A

T E

G O

Y

D

E

US Army Corps of Engineers ®

SHEET ID

S E

Y M

O U

R

J O

H N

S O

N

A

F B

N

C

A T

C T

B

A S

E

O

M

P L

E X

M A

R K

D E

S C

R I P

T I O

N D

A T

E

C E

M r o j e c t

N o

T P r o j e c t

M a n a g e r

C

H R

N

S O

N

C

S u m m e r v i l l e

S o u t h a r o l i n a

G O

O D

S O

N

A

V E

P

A R

K I N

G

L

O T

J

W

H N

R

FOR CONSTRUCTION

R

E V

I S

W

A

M E

N D

M E

SCALE:

1" = 20'

A1

LANDSCAPE PLAN - AREA "B"

GRAPHIC SCALE

SCALE: 1" = 20'

20' 0 20' 40'

N

C E

C

S

S T

K D

W G

T E

S

J R

C

C J H

L-103

L A

N S

C A

L A

N

A

R E

A

B

LANDSCAPE PLANT LIST:

SYMBOLQTY. SCIENTIFIC NAME COMMON NAME SIZE NOTES

LAIN (2)

LAIN (1)

LAIN (2)

LAIN (1)

LAIN (1)LAIN (1)

LAIN (1)

LAIN (1) LAIN (1)

LAIN (1)

PINE TREE

EXISTING NEW

LEGEND

LIMITS OF CONSTRUCTION

GENERAL NOTES:

1. SEE L-101 FOR SITE AREA LOCATIONS.

TREE

PERMANENT SOD

PLANTING NOTES:

1. SITE CONDITIONS MAY REQUIRE FIELD ADJUSTMENTS OF PLANT

MATERIALS. COORDINATE ANY NECESSARY MODIFICATIONS

WITH LANDSCAPE ARCHITECT.

2. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES

PRIOR TO INSTALLATION AND SHALL BE RESPONSIBLE FOR ANY

DAMAGE TO THEM.

3. ALL AREAS DISTURBED AS A RESULT OF CONSTRUCTION SHALL

BE REGRADED, GRASSED AND PROTECTED FROM EROSION.

4. CONTRACTOR TO VERIFY ALL PLANT QUANTITIES, ANY

DISCREPANCIES SHALL BE ADDRESSED WITH THE LANDSCAPE

ARCHITECT PRIOR TO BEGINNING OF WORK.

BID OPTIONS:

BID OPTION #2 = PARKING LOT AREA B

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

SOD EREMOCHLOA OPHIUROIDES CENTIPEDE GRASS

LAIN LAGERSTROEMIA INDICA CRAPE MYRTLE 2" MULTI-STEMMED

S

S

BID OPTIONS

SEE SHEET G-007 FOR

DESCRIPTION OF BID OPTIONS

OAK TREE

K P

M

D4

D2

D5

D5

D2

D3 D1

'D'

'MPP'

'T'

EXISTING TRANSFORMER

OFFICE XPO

COMMAND POST

ARWCP

ARWCP

XP XPO

OFFICE

ARWCP

RR

CL

VEST.

MECH. YARD

CONFERENCE ROOM

HALL

CL

CL

GROUP COMMANDER

OGCC

SECRETARY OGCCS

CURRENT

OPERATIONS DOOU

OSO

COMMANDER OGCD

OGCCE

ENTRY

COMMANDER XPO

OSFCC

ADMIN. CCQ

INTEL OS/IN LAN SHOP CF/SCBN

DIST.

CL

WOMEN RR

MEN RR

OGV

CREW COMM. DOKT

OGV OGV

MECH. ROOM

OPERATIONS CENTER

MECHANICAL ROOM

AUDITORIUM

MEN LOCKER ROOM

MEN RR

WOMEN RR

WOMEN LOCKER

ROOM

Room

MECH. ROOM

M E

N R

R

W O

M E

N R

R

LOUNGE CONFERENCE ROOM OFFICE DOTB

OFFICE

TRAINING OFFICE DOT

OFFICE DOP

OFFICE DOPOFFICE DOTF

OFFICE DOTF

CBTENTRY

SQ COMMANER

SECRETARY

OPS OFFICER

FIRST SERGEANT

CL

A5

AD131

1. SCOPE OF WORK INCLUDES REMOVAL AND DISPOSAL OF THE PORTIONS OF BUILDING AS

SHOWN ON THE DRAWINGS, AND RECONSTRUCTION OF THE NEWLY EXPOSED EXTERIOR WALL

TO MATCH EXISTING EXTERIOR FINISHES.

2. SCOPE OF DEMOLITION INCLUDES, BUT IS NOT LIMITED TO, THE WORK SHOWN ON THE

DRAWINGS. CONTRACTOR SHALL PERFORM ALL DEMOLITION AS REQUIRED FOR THE

COMPLETION OF THE NEW CONSTRUCTION WORK.

3. REMOVE FOUNDATIONS COMPLETE. PROVIDE COMPACTED EARTH FILL AND TOPSOIL.

LANDSCAPE AS SPECIFIED.

4. SEE SITE PLAN FOR UNDERGROUND UTILITIES SCOPE OF WORK.

5. ASBESTOS MATERIAL AND LEAD-BASED PAINT TESTING HAS BEEN PERFORMED ON EXISTING

AREAS OF WORK. SEE THE SPECIFICATION FOR ASBESTOS MATERIAL AND LEAD-BASED PAINT

REPORT RESULTS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE APPROPRIATE STANDARD

OF CARE REGARDING THE HANDLING OF ANY MATERIALS FOUND TO BE HAZARDOUS AND THE

PROTECTION OF PERSONS FROM EXPOSURE.

6. EXISTING FIRE ALARM SYSTEM SHALL REMAIN OPERATIONAL AT ALL TIMES.

7. DEMOLISH ALL FIRE ALARM DEVICES, APPLIANCES, CONDUIT, WIRING, ETC. WITHIN THE AREA

TO BE DEMOLISHED.

8. PROVIDE ALL NECESSARY WIRING, CONDUIT, COMPONENTS, ETC. TO MAINTAIN THE EXISTING

OPERATIONAL FIRE ALARM SYSTEM AFTER DEMOLITION.

9. CAREFULLY REMOVE AND SALVAGE EXISTING EXTERIOR HARDBOARD / STONE AGGREGATE

WALL PANELS FOR RE-USE. SEE WALL SECTION B4/A-131. SALVAGE SUFFICIENT QUANTITIES

FOR RE-USE INCLUDING ALLOWANCE FOR WASTE AND DAMAGE. SALVAGE LOOSE

AGGREGATE PEBBLES FOR RE-USE TO COVER FASTENER HEADS.

GENERAL DEMOLITION NOTES:LEGEND:

TO BE DEMOLISHED

0' - 0" AFF

GROUND FLR

15' - 4 1/2" AFF

T.O.M

14' - 4 1/2" AFF

DEMO ROOF

ALL WORK SHOWN FOR

B4012 IS IN BID OPTION #10

BID OPTIONS

SEE SHEET G-007 FOR

DISCRIPTION OF BID OPTIONS

R E G

IS

TE

RED ARCH

IT

E C T

N O R

T H

C A R O L

I N A4696

IVR

ET

NI

W

CN,ELL

M

AR

K J. SMITH

1 2 3 4 5

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D

C

B

A

-C

M id la n d P kw y

S u m m e rv ill e

S o u th

C a ro lin a

.8

.3

E N

G

IN

E E

R

IN

G A

R C

H

IT

E C

T U

R E

C E

M S

P ro je c t N o

T

P ro je ct

M a n a g e r:

C H

R

IS

H

IN

S O

N

S A

V A

N N

A H

D

IS

T R

IC

T

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I 'D

F

IL

E

N A

M E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

C A

T E

G O

R Y

C O

D E

-9

-0

US Army Corps of Engineers ®

SHEET ID

06-30-2017

S E

Y M

O U

R J

O H

N S

O N

A F

B N

C

A R

C H

IT

E

C T

U R

A L

D E

M O

L

IT

IO

N

P L

A N

S

E C

T

IO

N

A T

C T

/B A

S E

O P

S C

O M

P L E

X M

J S

B D

M

C J H

M J S

J

U N

E

W H

N -1

-R

-0

C D

Z A

D .D

W G

AD131

FOR CONSTRUCTION

B U

IL

D

IN

G

SCALE: 1/16" = 1'-0"C1

BLDG 4012 ARCHITECTURAL DEMOLITION FLOOR PLAN

DEMOLITION KEYNOTES:

NO. DESCRIPTION

D1 EXISTING WALL TO REMAIN AND RECEIVE NEW EXTERIOR FINISHES.

PROTECT STRUCTURAL INTEGRITY OF WALL TO REMAIN.

D2 DO NOT IMPEDE BUILDING OCCUPANT EGRESS.

D3 PROVIDE TEMPORARY PARTITION AND DUST PROTECTION.

D4 EXISTING SERVICE TRANSFORMER TO REMAIN. MAINTAIN CONTINUITY OF

UNDERGROUND ELECTRICAL SERVICE TO PANELS 'D' AND 'MPP'.

D5 EXISTING ELECTRICAL PANELS 'D' AND 'MPP' TO REMAIN.

PLAN NORTH

8 16 3241216

SCALE: 1/16"=1'-0"

GRAPHIC SCALES

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

AD131

A5

SECTION

1 2 42

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

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

R

E V

IS

E

D I A

W A

M E

N D

M E

N T

/0

/1

B4

A-131

A2

0' - 0" AFF

GROUND FLR

15' - 4 1/2" AFF

T.O.M

11' - 8 1/2" AFF

B.O. SOFFIT

EXISTING CMU

SALVAGED STONE

AGGREGATE PANEL

CAP TRIM

FURRING CHANNELS

2'-0" O.C.

2 3/4" PREFINISHED ALUMINUM

SOFFIT VENT - CONT.

PROVIDE 362S162-43

HORIZ. DIAGONAL

BRACING BETWEEN

ADJACENT HORIZ.

FRAME MEMBERS AT 8'

O.C, TOP AND BOTTOM .

FASTEN ENDS OF EA

BRACE TO FRAMES W/

2-#12 SCREWS.

SLOPED BACK

PANEL

FLASHING

TURNED DOWN

IN TO GUTTER

EXISTING

GUTTER

SALVAGED STONE

AGGREGATE PANEL

1 1/2" FURRING

CHANNELS @ 2'-0" O.C.

GRADE

A1

1 1/2" RIGID INSULATION

TOP TRACK

362S162-43 METAL STUD FRAMING

AT 24" O.C. LAP AND FASTEN W/

2-#12 SCEWS MIN. EA. LAP

L3x3x16 GA. CONT. AT

CORNER TOP AND BOTT.

L3x3x14 GA.x 0-4 W/

1/2" DIA. SLEEVE

ANCHOR TO CMU

AND 2-#12 SCREWS

TO VERT. STUD

VAPOR PERMEABLE AIR

AND WATER BARRIER

NOTE:

COVER WALL PANEL FASTENER HEADS WITH

COLORED SEALANT AND LOOSE STONE

AGGREGATE PEBBLES. MATCH THE EXISTING TO

REMAIN WALL PANELS FASTENER HEAD

CONCEALMENT TECHNIQUE AND APPEARANCE.

SEAL ALL WALL PANEL FASTENER HEADS,

VERTICAL JOINTS AND HORIZONTAL JOINTS.

ALL WORK SHOWN FOR

B4012 IS IN BID OPTION #10

BID OPTIONS

SEE SHEET G-007 FOR

DISCRIPTION OF BID OPTIONS

R E G

IS

TE

RED ARCH

IT

E C T

N O R

T H

C A R O L

I N A4696

IVR

ET

NI

W

CN,ELL

M

AR

K J. SMITH

1 2 3 4 5

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D

C

B

A

-C

M id la n d P kw y

S u m m e rv ill e

S o u th

C a ro lin a

.8

.3

E N

G

IN

E E

R

IN

G A

R C

H

IT

E C

T U

R E

C E

M S

P ro je c t N o

T

P ro je ct

M a n a g e r:

C H

R

IS

H

IN

S O

N

S A

V A

N N

A H

D

IS

T R

IC

T

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I 'D

F

IL

E

N A

M E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

C A

T E

G O

R Y

C O

D E

-9

-0

US Army Corps of Engineers ®

SHEET ID

06-30-2017

S E

Y M

O U

R J

O H

N S

O N

A F

B N

C

A R

C H

IT

E

C T

U R

A L

F L

O O

R P

L A

N

S E

C T

IO

N

A T

C T

/B A

S E

O P

S C

O M

P L E

X M

J S

B D

M

C J H

M J S

J

U N

E

W H

N -1

-R

-0

C D

Z A

.D

W G

A-131

FOR CONSTRUCTION

B U

IL

D

IN

G

SCALE: 1/16" = 1'-0"C1

BLDG 4012 ARCHITECTURAL FLOOR PLAN

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

A-131

B4

SECTION

NEW WORK KEYNOTES:

NO. DESCRIPTION

A1 RESTORE EXISTING INTERIOR FINISHES TO MATCH AS REQUIRED.

A2 INFILL WITH 12” CMU AND INTERIOR FINISHES TO MATCH

EXISTING.

PLAN NORTH

8 16 3241216

SCALE: 1/16"=1'-0"

GRAPHIC SCALES

1 2 42

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

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

R

E V

IS

E

D I A

W A

M E

N D

M E

N T

/0

/1

GROUND FLOOR

100' - 0"

A

SECOND FLOOR

114' - 0"

ATCT-THIRD FLOOR

121' - 0"

ATCT-FOURTH FLOOR

131' - 6"

ATCT-FIFTH FLOOR

142' - 0"

ATCT-SIXTH FLOOR

152' - 6"

ATCT-SEVENTH FLOOR

163' - 0"

ATCT-EIGHTH FLOOR

173' - 6"

ATCT-NINTH FLOOR

184' - 0"

ATCT-TENTH FLOOR

194' - 6"

ATCT-ELEVENTH FLOOR

205' - 0"

CAB DECK LEVEL

215' - 6"

CAB FINISH FLOOR

217' - 3"

BCD

H

ATCT-SECOND FLOOR

110' - 6"

E

J

L

ATCT-ROOF SLAB

231' - 6"

ATCT-T.O. PARAPET

235' - 0"

F K

G

PREFABRICATED CONTROL CAB.

A11

A15

A16

A19

A19

A28

A29

A30

A20

A21 A51

A22 A21A22 A27

A20

A21

A22

A25

A23A24 A26

A27

A29

A17 A17A17A17A17

14' - 8" 15' - 4" 26' - 8" 26' - 8" 26' - 8" 15' - 4"

A19A19A49

A52

142' - 6"

163' - 6"

184' - 6"

205' - 6"

11 PANELS @ 36" EACH

33' - 0"

8"CMU

FLUID APPLIED AIR

BARRIER

2" RIGID INSULATION (R-11)

AIR SPACE

MASONARY ANCHORS @

24" O.C HORIZONTALLY

AND VERTICALLY

4" CMU VENEER

4" MTL. STUDS @ 16" O.C.

FLUID APPLIED AIR BARRIER

2" RIGID INSULATION (R-11)

AIR SPACE

2-PIECE ADJUSTABLE

MASONARY ANCHORS @

24" O.C. HORIZONTALLY

AND VERTICALLY

4" CMU VENEER

5/8" GYPSUM BOARD EXTERIOR

SHEATHING

4" MTL. STUDS

@ 16" O.C.

2.75" VERTICAL

INSULATED METAL

PANEL (R-19)

MTL PANEL CLIP

TOTAL U VALUE:

0.052

TOTAL R VALUE:

7/8" MTL FURRING

@ 4'-0" O.C.

ATCT

INSULATED METAL WALL PANEL SYSTEM

ATCT

4" CMU VENEER SYSTEM

BASE OPS & DINING FACILITY

4" CMU VENEER SYSTEM

TOTAL U VALUE:

0.075

TOTAL R VALUE:

13.4

TOTAL U VALUE:

0.075

TOTAL R VALUE:

13.4

1 2 3 4 5

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D

C

B

A

SA

VA

N N

AH

D

IS

TR

IC

T

D R

A W N

B Y:

D

ES

IG

N

ED

B

Y:

SU

B M

IT

TE

D B

Y:

SI

ZE

C H

E C

KE

D B

Y:

AN

S I

'D

FI

LE

N

AM

E:

IS

SU

E D

AT

E :

C O

N

TR

AC

T

N O

SO

L I

C

IT

AT

IO

N N

O

C

AT

EG

O

R Y

C O

D E:

9-

2-

US Army Corps of Engineers ®

SHEET ID

BM

cD

P ro je ct

N o:

Pr oj ec t M an ag er

: S H

AW

N

D

EK

O

LD

BU

RN

S

M cD

ON

NE

LL

W

AR

D

PA

RK

W

AY

KA

NS

AS

C

IT

Y, M O

(8

) 3

-9

SE

Y M

O U

R J

O H

N

SO

N A

FB

, N

C

W

ES

T

AR

CH

IT

E C

TU

R A L

EL

EV

AT

IO

N

AT

C

T/

BA

S E O

PS

C

O M

PL

E X

C

JR

C

JR

C

JH

R C

F

J

U N

E

W

2H N

-1 7-

R -0

C D

ZA

-2

.D

W G

A-201

FOR CONSTRUCTION

BA

SE

O

PS

A

T C T

- B

SCALE: 1/8" = 1'-0"

A-101

A1 WEST ELEVATION

164 8268

SCALE: 1/8"=1'-0"

GRAPHIC SCALE

NEW WORK KEYNOTES:

NO. DESCRIPTION

A11 ALUMINUM GUARDRAIL

A15 METAL CORNER EXTRUSIONS PROVIDED BY METAL PANEL

MANUFACTURER. (TYP AT CORNERS)

A16 2.75" VERTICAL INSULATED METAL PANEL

A17 MASONRY WALL CONTROL JOINT. LOCATE CMU VENEER

CONTROL JOINT 1 BLOCK FROM DOWNSPOUT AT LOCATIONS

WHICH MASONRY WALL CONTROL JOINTS ARE BEHIND

DOWNSPOUT.

A19 BLAST-RESISTANT ALUMINUM WINDOW SYSTEM

A20 STANDING SEAM METAL ROOF SYSTEM

A21 METAL GUTTERS

A22 STANDING SEAM METAL FASCIA PANELS

A23 SPLIT FACE CMU BLOCK

A24 GROUND FACE CMU BLOCK

A25 METAL DOWNSPOUT

A26 STOREFRONT SYSTEM

A27 CMU SILL

A28 METAL HORIZONTAL JOINT EXTRUSION PROVIDED BY METAL

PANEL MANUFACTURER

A29 STANDING SEAM METAL WALL PANEL

A30 METAL FLASHING. COLOR TO MATCH METAL WALL PANEL

A49 MTL. FLASHING.

A51 UNINSULATED STANDING SEAM METAL ROOF SYSTEM

A52 SNOWGUARD SYSTEM.

CMU COLOR AND TEXTURE SHALL MATCH RAPCON BUILDING. COURSING

OF CMU VENEERS SHALL ALIGN. COLOR BASIS OF DESIGN "IVORY" AS

MANUFACTURED BY ADAMS PRODUCTS.

ROOF, SOFFIT, GUTTER, DOWNSPOUT AND FASCIA COLOR AND PROFILE

SHALL MATCH RAPCON BUILDING. BASE OPS BUILDING'S SOFFIT HEIGHT

AND FASCIA SIZE SHALL MATCH RAPCON BUILDING.

CMU SILL COLOR AND PROFILE SHALL MATCH RAPCON BUILDING. COLOR

BASIS OF DESIGN "IVORY" AS MANUFACTURED BY ADAMS PRODUCTS

WINDOW, STOREFRONT, LOUVER AND DOOR FRAME SHALL MATCH

RAPCON BUILDING.

EXTERIOR FINISH NOTE:

1.

2.

3.

4.

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

R

EV

IS

ED

IA

W A

M

EN

D M

EN

T

/0

8/

GROUND FLOOR

100' - 0"

SECOND FLOOR

114' - 0"

CD

EXISTING CHAIN LINK PROTECTION

SCREEN TO REMAIN.

EXISTING CMU WALL TO REMAIN.

EXISTING CMU SCREEN WALL

BEYOND TO REMAIN.

VERTICAL MTL. PANEL TO MATCH

RAPCON GATE

(2) 8'-0" X 8'-0" MTL PANEL GATES

PER BASE STANDARDS.

8" CMU WALLCHAINLINK FENCE ROOF OVER

MECH. YARD, APPROX 14'-0" AFF,

MATCH EXIST. RAPCON FENCE HT.

REFER TO STRUC DRAWINGS.

GROUND FLOOR

100' - 0"

SECOND FLOOR

114' - 0"

VERTICAL MTL PANEL TO

MATCH RAPCON GATE

(2) 8'-0" X 8'-0" MTL PANEL GATES

PER BASE STANDARDS.

GROUND FLOOR

100' - 0"

SECOND FLOOR

114' - 0"

VERTICAL MTL PANEL TO

MATCH RAPCON GATE

8" CMU WALL

EXISTING CMU SCREEN

WALL TO REMAIN.

(2) 8'-0" X 8'-0" MTL PANEL GATES

PER BASE STANDARDS.

2" PRECAST CONCRETE CAP

ALIGN CMU COURSING

WITH EXISTING CMU

SCREEN WALL.

SCREEN WALL CMU SHALL HAVE SPLIT

FACE FINISH ON EXTERIOR TO MATCH

ADJACENT SCREEN WALL AND STANDARD /

SMOOTH FACE INTERIOR FACE

CD

EL FK G

B1 A-205

A1 A-205

C2 A-205

EXISTING SCREEN WALL TO

BE REMOVED. REFER TO

CIVIL DRAWINGS FOR

EXTENT OF DEMO.

EXISTING SCREEN

WALL TO REMAIN

ALIGN

EXISTING RAPCON

BUILDING EDGE

6' - 2" +\-

EXISTING MECHANICAL

YARD TO REMAIN. .

2' - 0"10' - 0"2' - 0"10' - 0"2' - 0"10' - 0"2' - 0"10' - 0"2' - 0"10' - 0"2' - 0"6' - 0"2' - 0"16' - 0"2' - 0"8' - 0"2' - 0"10' - 0"2' - 0"10' - 0"2' - 0"10' - 0"2' - 0"10' - 0"

EXISTING SCREEN

WALL TO REMAIN

2'

- 0

2'

- 0 "2'

- 0

0"

2'

- 0

4'

- 8

2'

- 0

A4 A-205

2' - 5"

20' - 4"9' - 8"

1'

- 4

9 1/2" +\- 6' - 0"

EXISTING SCREEN

WALL TO REMAIN CHAINLINK FENCE ROOF

OVER MECH. YARD, 14'-0"

AFF, MATCH EXIST. RAPCON

FENCE HT., REFER TO

STRUC DRAWINGS.

CHAINLINK FENCE ROOF

OVER MECH. YARD, 14'-0"

AFF,TIE NEW FENCE INTO

EXIST. FENCE. REFER TO

STRUC DRAWINGS.

NO CHAIN LINK

UNDER ROOF

SOFFIT.

4'

0"

HOT DIPPED GALV. STL.

HAND RAIL. REFER TO DTL.

C4 ON THIS SHEET13

8"

EXISTING CMU PIER REMOVED

AND NEW PIER TO BE PROVIDED.

REFER TO STRUC. DWGS.

EXISTING CMU PIER REMOVED

AND NEW PIER TO BE PROVIDED.

REFER TO STRUC. DWGS.

GROUND FLOOR

100' - 0"

EXISTING

RAPCON BLDG

EXISTING CMU SCREEN WALL

BEYOND TO REMAIN.

BASE OPERATIONS

BUILDING

(2) 3'-0" X 8'-0" MTL PANEL

GATES PER BASE

STANDARDS.

8" CMU WALL

108' - 8"

VERTICAL MTL PANEL TO

MATCH RAPCON GATE

MATCH PRECAST COLOR

AND PROFILE

MATCH CMU COURSING

MATCH METAL WALL PANEL

ABOVE GATES.

MATCH METAL PANEL

GATES 3'

6"

1'

9" 1'

9"

13' - 0"

.38

1 1/2" HOT-DIPPED GALV.

STL. TUBE

RAIL SHALL BE EMBEDDED IN

CONCRETE.

SLOPED CONCRETE RAMP. RE.

TO CIVIL DRAWINGS.

CONTRACTOR

SHALL VIF

1 2 3 4 5

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D

C

B

A

SA

VA

N N

AH

D

IS

TR

IC

T

D R

A W N

B Y:

D

ES

IG

N

ED

B

Y:

SU

B M

IT

TE

D B

Y:

SI

ZE

C H

E C

KE

D B

Y:

AN

S I

'D

FI

LE

N

AM

E:

IS

SU

E D

AT

E :

C O

N

TR

AC

T

N O

SO

L I

C

IT

AT

IO

N N

O

C

AT

EG

O

R Y

C O

D E:

9-

2-

US Army Corps of Engineers ®

SHEET ID

BM

cD

P ro je ct

N o:

Pr oj ec t M an ag er

: S H

AW

N

D

EK

O

LD

BU

RN

S

M cD

ON

NE

LL

W

AR

D

PA

RK

W

AY

KA

NS

AS

C

IT

Y, M O

(8

) 3

-9

SE

Y M

O U

R J

O H

N

SO

N A

FB

, N

C

SC

RE

EN

W

A L L

EL

EV

AT

IO

NS

AT

C

T/

BA

S E O

PS

C

O M

PL

E X

C

JR

C

JR

C

JH

R C

F

J

U N

E

W

2H N

-1 7-

R -0

C D

ZA

-2

.D

W G

A-205

FOR CONSTRUCTION

BA

SE

O

PS

A

T C T

- B

SCALE: 1/8" = 1'-0"

A-205

A1 SCREEN WALL ELEVATION

SCALE: 1/8" = 1'-0"

A-205

C2 SCREEN WALL ELEVATION

SCALE: 1/8" = 1'-0"B1 SCREEN WALL ELEVATION

SCALE: 1/8" = 1'-0"C3 MECH YARD PLAN

SCALE: 1/4" = 1'-0"

A-205

A4 MECH YARD ELEVATION

SCALE: 1/8" = 1'-0"C1 MECH YARD EXISTING

164 8268

SCALE: 1/8"=1'-0"

GRAPHIC SCALES

04 8268 02 4 8134

SCALE: 1/4"=1'-0"

NTS .

SCALE: 1/2" = 1'-0"C4 MECH YARD RAILING

A-205

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

R

EV

IS

ED

IA

W A

M

EN

D M

EN

T

/0

8/

PANEL CLIP

STANDING SEAM METAL

ROOF

BEARING PLATE PER

ROOF INSTALLER

CONTINUOUS CLEAT

FIELD PAN PANEL ENDS AS REQUIRED

WEBBED MASTIC

FOAM AND METAL

CLOSURE

RIGID INSULATION

AIR BARRIER / VAPOR

BARRIER ON 5/8" GYPSUM

EXTERIOR SHEATHING

OVER METAL DECKING

ROOF FRAMING

RE: STRUCTURAL

RIDGE

FLASHING

METAL ROOF DECK

MYLAR COATED TAPE

WEBBED MASTIC

STANDING SEAM

METAL ROOF

RIGID INSULATION

ROOF DECK

VALLEY FLASHING

VALLEY FLASHING

FASTENERS

HAT SHAPE SUBGIRT

SELF-APPLIED WATERPROOFING

MEMBRANE UNDER VALLEY TRIM

AND FOR FIRST 3' - 0" FROM VALLEY,

LAPPED SECONDARY MEMBRANE

OVER CLEAT AND FASTENERS

PLASTIC BLOCKING

5/8" EXTERIOR GYPSUM

SHEATHING OVER METAL

DECKING

SELF ADHERED MEMBRANE

AIR BARRIER

6" MIN

6" MIN

1" M

IN

WEBBED MASTIC AND SEALANT

END PLUG

STRAINER

METAL ROOF DECK

FILL W/ HOT MASTIC

DECK CLAMP

4 PSF LEAD SHT.

FLASHING

COMPRESSION RING

FLASHING CLAMP DEVICE

MEMBRANE ROOF

SYSTEM

RIGID INSULATION

AUTOMATIC HOLD-

OPEN ARM AND

COVER RELEASE

SAFETY

POST

ROOF SCUTTLE

CURB W/ INTEGRAL

FLASHING

3/4" DIA. STEEL

RUNGS

STEEL BAR RAILS

EACH SIDE

ROOF MEMBRANE

HEAT WELD

PREFABRICATED ROOF

CURB AND SCUTTLE

COVER

SPRING LATCH W/ INSIDE

& OUTSIDE LEVERS AND

PADLOCK HASP

" M

IN

METAL DECK

RIGID

INSULATION

ROOF FLASHING

STANDING SEAM METAL

ROOF PANEL

ROOF JOIST

EDGE STIFFENER

NON-CURLING BUTYL SEALANT

ICE AND WATER BARRIER BETWEEN

FLASHING AND INSULATION. EXTEND

A MINIMUM OF 10'-0" UP THE ROOF

5/8" THK GLASS MAT GYPSUM

BENT PLATE WELDED TO JOIST

RE: STRUCTURAL

EAVE CLOSURE

SELF ADHERED AIR BARRIER / VAPOR

BARRIER EXTEND TO STEEL PLATE

R-30 MIN RIGID

INSULATION

5/8" EXTERIOR GYPSUM

SHEATHING OVER METAL

DECKING

1/4" x 1 1/2" GUTTER

STRAP @ 2' - 8" O.C.

3"

3/8" x 2" GUTTER

BRACKET @ 1' - 0"

O.C. MAX

1" M

IN

1" M

IN

10" 1"

3-5/8" METAL FRAMING STANDING SEAM METAL

FASCIA PANELS TO MATCH

ROOF PANELS

NON PERFORATED METAL SOFFIT

PANELS ON 087F125-33 METAL

FURRING CHANNELS AND

METAL FRAMING

FASCIA TO SOFFIT

FLASHING

STANDING SEAM

METAL FASCIA

PANELS TO MATCH

ROOF PANELS

3-5/8" METAL

FRAMING

WALL THICKNESS

4" M

IN

.4" M

IN

6"

8"

4"

8"

8"X6" THRU WALL SCUPPER

APPLY CONT. SEALANT

BETWEEN SURFACE OF

PARAPET WALL AND

METAL FLASHING

4"

4"

4" 4"

M

IN

EXTEND FLASHING 3" &

BEND DOWN 30 DEG

4"

OVERFLOW SCUPPER

TRIM

ROOF INSULATION

SUBSTRATEWALL

WALL

ROOF MEMBRANE

CONTINUOUS BEAD OF WATERBLOCK

SHEET METAL

SCUPPER SLEEVE

GALVANIZED ROOF

NAILS 4" O.C. MAX.

ROOF MEMBRANE ADHESIVE

WOOD NAILER

ROOF MEMBRANE

ROOF MEMBRANE

ADHESIVE

APPROPRIATE FASTENER 4" O.C. MAX.

CONTINUOUS BEAD OF

SEALANT

ROOF MEMBRANE FLASHING

ROOF MEMBRANE FLASHING

2" MIN.

HOT AIR

WELD. 1-1/2"

ROOF MEMBRANE ADHESIVE

HOT AIR WELD. 1-1/2"

1 2 3 4 5

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D

C

B

A

SA

VA

N N

AH

D

IS

TR

IC

T

D R

A W N

B Y:

D

ES

IG

N

ED

B

Y:

SU

B M

IT

TE

D B

Y:

SI

ZE

C H

E C

KE

D B

Y:

AN

S I

'D

FI

LE

N

AM

E:

IS

SU

E D

AT

E :

C O

N

TR

AC

T

N O

SO

L I

C

IT

AT

IO

N N

O

C

AT

EG

O

R Y

C O

D E:

9-

2-

US Army Corps of Engineers ®

SHEET ID

BM

cD

P ro je ct

N o:

Pr oj ec t M an ag er

: S H

AW

N

D

EK

O

LD

BU

RN

S

M cD

ON

NE

LL

W

AR

D

PA

RK

W

AY

KA

NS

AS

C

IT

Y, M O

(8

) 3

-9

SE

Y M

O U

R J

O H

N

SO

N A

FB

, N

C

RO

O

F

DE

T A

IL

S

AT

C

T/

BA

S E O

PS

C

O M

PL

E X

C

JR

C

JR

C

JH

R C

F

J

U N

E

W

2H N

-1 7-

R -0

C D

ZA

-5

.D

W G

A-581

FOR CONSTRUCTION

G E N

ER

A L

SCALE: 3" = 1'-0"

A-103

D1 ROOF DETAIL

SCALE: 3" = 1'-0"

A-103

D3 ROOF DETAIL

SCALE: 1 1/2" = 1'-0"B1 ROOF DETAIL

SCALE: 3/4" = 1'-0"A1 ROOF HATCH DETAIL

SCALE: 3" = 1'-0"

A-103

B3 ROOF DETAIL

SCALE: 3" = 1'-0"

A-351

A3 ROOF DETAIL

6"6"

SCALE: 3"=1'-0"

04 2

GRAPHIC SCALE

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

SCALE: 3/4"=1'-0"

12 2

SCALE: 1 1/2" = 1'-0"B2 SCUPPER DETAIL

SCALE: 6" = 1'-0"A2 SCUPPER DETAIL

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

R

EV

IS

ED

IA

W A

M

EN

D M

EN

T

/0

8/

GENERAL DOOR SCHEDULE NOTES:

1. REFER TO A-611 FOR DOOR AND FRAME

TYPES

2. REFER TO A-653 FOR FINISHES LISTED

3. DOOR FRAMES TO BE PAINTED (PTD)

TO MATCH COLOR OF WALL

4. ALL EXTERIOR DOORS TO HAVE

PERIMETER WEATHER GASKETS.

5. PROVIDE 7/8" UNDERCUT AT ALL

INTERIOR DOORS W/OUT LOUVERS

(TYPICAL AT ALL OCCUPIED ROOMS),

U.N.O.

1 2 3 4 5

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D

C

B

A

SA

VA

N N

AH

D

IS

TR

IC

T

D R

A W N

B Y:

D

ES

IG

N

ED

B

Y:

SU

B M

IT

TE

D B

Y:

SI

ZE

C H

E C

KE

D B

Y:

AN

S I

'D

FI

LE

N

AM

E:

IS

SU

E D

AT

E :

C O

N

TR

AC

T

N O

SO

L I

C

IT

AT

IO

N N

O

C

AT

EG

O

R Y

C O

D E:

9-

2-

US Army Corps of Engineers ®

SHEET ID

BM

cD

P ro je ct

N o:

Pr oj ec t M an ag er

: S H

AW

N

D

EK

O

LD

BU

RN

S

M cD

ON

NE

LL

W

AR

D

PA

RK

W

AY

KA

NS

AS

C

IT

Y, M O

(8

) 3

-9

SE

Y M

O U

R J

O H

N

SO

N A

FB

, N

C

FI

RS

T F L

O O

R

DO

O R

SC

H E

DU

L E

AT

C

T/

BA

S E O

PS

C

O M

PL

E X

C

JR

C

JR

C

JH

R C

F

J

U N

E

W

2H N

-1 7-

R -0

C D

ZA

-6

.D

W G

A-601

FOR CONSTRUCTION

BA

S E

O

PE

RA

TI

O

NS

B

UI

LD

IN

G

4 6

DOOR

NUMBER

DOOR FRAME

ASSEMBLY

RATING STC

DETAIL HARDWARE

REMARKS

SIZE

TYPE MATERIAL FINISH TYPE MATERIAL HEAD JAMB SILL HARDWARE SET CLOSER

CARD

READERWIDTH HEIGHT

GROUND FLOOR

100A PR. 3' - 0" 7' - 9 1/2" SF AL/GL - AL C1-612 B1-612 C1-612 1.0 Yes No 100b PR. 3' - 0" 7' - 0" SL AL/GL - 1.2 AL - - C3-612 B3-612 A3-612 2.0 Yes No 103A - 3' - 0" 7' - 0" HL WD WDST-1 1.2 HM - - C1-612 B1-612 A1-612 14.0 No No

103B 8' - 0" 4' - 2" OH-S AL - AL C4-611 B4-611 A4-611 39.0

104 - 3' - 0" 7' - 0" NL WD WDST-1 1.1 HM - - C1-612 B1-612 A1-612 22.0 No No 105 - 3' - 0" 7' - 0" NL WD WDST-1 1.1 HM - STC 45 C1-612 B1-612 A1-612 22.0 No No 106 - 3' - 0" 7' - 0" NL WD WDST-1 1.1 HM - - C1-612 B1-612 A1-612 22.0 No No 107 - 3' - 0" 7' - 0" F WD WDST-1 1.1 HM - - C1-612 B1-612 A1-612 35.0 No No 108 - 3' - 0" 7' - 0" NL WD WDST-1 1.1 HM - - C1-612 B1-612 A1-612 22.0 No No 109 - 3' - 0" 7' - 0" NL WD WDST-1 1.1 HM - - C1-612 B1-612 A1-612 22.0 No No 110 - 3' - 0" 7' - 0" F WD WDST-1 1.1 HM - - C1-612 B1-612 A1-612 36.0 No No PROVIDE LOUVER IN DOOR. REFER TO DOOR ELEVATION ON A-611.

111 - 3' - 0" 7' - 0" NL WD WDST-1 1.1 HM - STC 45 C1-612 B1-612 A1-612 26.0 No No PROVIDE STC RATED LOUVER IN DOOR. REFER TO DOOR ELEVATION

ON A-611.

113 - 3' - 0" 7' - 0" F WD WDST-1 1.1 HM - - C1-612 B1-612 A1-612 29.0 Yes No 115 - 3' - 0" 7' - 0" FL WD/GL WDST-1 1.1 HM - - C1-612 B1-612 A1-612 17.0 No No 116 - 3' - 0" 7' - 0" F WD WDST-1 1.1 HM - - C1-612 B1-612 A1-612 35.0 No No 117 - 3' - 0" 7' - 0" NL WD WDST-1 1.1 HM - - C1-612 B1-612 A1-612 22.0 No No 118 - 3' - 0" 7' - 0" F WD WDST-1 1.1 HM - - C1-612 B1-612 A1-612 35.0 No No 119 - 3' - 0" 7' - 0" NL WD WDST-1 1.1 HM - - C1-612 B1-612 A1-612 22.0 No No 121 - 3' - 0" 7' - 0" NL WD WDST-1 1.1 HM - - C1-612 B1-612 A1-612 22.0 No No 122 - 3' - 0" 7' - 0" NL WD WDST-1 1.1 HM - - C1-612 B1-612 A1-612 22.0 No No

123A PR. 3' - 0" 7' - 0" SL-IN AL/GL - 1.2 AL - - C2-613 B2-613 A2-613 1.0 No No 123B PR. 3' - 0" 7' - 0" SL AL/GL - 1.1 AL - - C4-612 B4-612 A4-612 2.0 No No 124 - 3' - 0" 7' - 0" F WD WDST-1 1.1 HM 3/4 HR - C1-612 B1-612 A1-612 30.0 Yes No NO UNDERCUT REQUIRED 125 - 3' - 0" 7' - 0" F WD WDST-1 1.1 HM - - C1-612 B1-612 A1-612 17.0 Yes No NO UNDERCUT REQUIRED 126 - 3' - 0" 7' - 0" F WD WDST-1 1.1 HM - STC 45 C1-612 B1-612 A1-612 26.0 No No PROVIDE STC RATED LOUVER IN DOOR. REFER TO DOOR ELEVATION

ON A-611.

127 - 3' - 0" 7' - 0" F WD WDST-1 1.1 HM - - C1-612 B1-612 A1-612 35.0 No No 128 - 3' - 0" 7' - 0" F WD WDST-1 1.1 HM - - C1-612 B1-612 A1-612 22.0 No No 129 - 3' - 0" 7' - 0" NL WD WDST-1 1.1 HM - - C1-612 B1-612 A1-612 22.0 No No 131 PR. 3' - 0" 7' - 0" F-IN HM PTD 1.2 HM - - C4-613 B4-613 A4-613 4.0 Yes No 132 PR. 3' - 0" 7' - 0" F-IN HM PTD 1.2 HM - - C4-613 B4-613 A4-613 4.0 Yes No 133 PR. 3' - 0" 7' - 0" F-IN HM PTD 1.2 HM - - C4-613 B4-613 A4-613 3.0 Yes No 134 - 3' - 0" 7' - 0" NLV WD WDST-1 1.1 HM - - C1-612 B1-612 A1-612 17.0 No No PROVIDE LOUVER IN DOOR. REFER TO DOOR ELEVATION ON A-611.

135 - 3' - 0" 7' - 0" F WD WDST-1 1.1 HM - - C1-612 B1-612 A1-612 37.0 No No PROVIDE LOUVER IN DOOR. REFER TO DOOR ELEVATION ON A-611.

136 - 3' - 0" 7' - 0" NL WD WDST-1 1.1 HM - - C1-612 B1-612 A1-612 17.0 No No 138 - 3' - 0" 7' - 0" NL WD WDST-1 1.1 HM - - C1-612 B1-612 A1-612 17.0 No No 139 - 3' - 0" 7' - 0" NL WD WDST-1 1.1 HM - - C1-612 B1-612 A1-612 22.0 No No 141 - 3' - 0" 7' - 0" F WD WDST-1 1.1 HM - STC 45 C1-612 B1-612 A1-612 27.0 No No 142 - 3' - 0" 7' - 0" F WD WDST-1 1.1 HM - - C1-612 B1-612 A1-612 29.0 No No 144 - 3' - 0" 7' - 0" NL WD WDST-1 1.1 HM - - C1-612 B1-612 A1-612 15.0 No No 145 - 3' - 0" 7' - 0" F WD WDST-1 1.1 HM - - C1-612 B1-612 A1-612 22.0 No No 146 - 3' - 0" 7' - 0" NL WD WDST-1 1.1 HM - - C1-612 B1-612 A1-612 22.0 No No 147 - 3' - 0" 7' - 0" NL WD WDST-1 1.1 HM - - C1-612 B1-612 A1-612 22.0 No No

148A - 3' - 0" 7' - 0" NL WD WDST-1 1.1 HM - - C1-612 B1-612 A1-612 22.0 No No 148B - 3' - 0" 7' - 0" NL WD WDST-1 1.1 HM - - C1-612 B1-612 A1-612 22.0 No No 149A - 3' - 0" 7' - 0" NL WD WDST-1 1.1 HM - - C1-612 B1-612 A1-612 15.0 No No

149B 8' - 0" 4' - 2" OH-S AL - AL C4-611 B4-611 A4-611 39.0

151 - 3' - 0" 7' - 0" FL WD/GL WDST-1 1.1 HM - - C1-612 B1-612 A1-612 16.0 No No 153 - 3' - 0" 7' - 0" NL WD WDST-1 1.1 HM 1 HR - C1-612 B1-612 A1-612 8.0 Yes No

154A - 3' - 0" 7' - 0" F-IN HM PTD 1.2 HM 1 HR - C4-613 B4-613 A4-613 6.0 Yes No 154B - 3' - 0" 7' - 0" NL WD WDST-1 1.1 HM 1 HR - C1-612 B1-612 A1-612 11.0 Yes No

BA

SE

O

PE

RA

TI

O

NS

O

PE

RA

TI

O

NS

B

UI

LD

IN

G D

O O

R

SC

HE

DU

LE

F

IR

ST

F

LO

O R

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

R

EV

IS

ED

IA

W A

M

EN

D M

EN

T

/0

8/

2 2

2 2

ALL HORIZONTAL &

VERTICAL METALLIC

OBJECTS TYPICALLY

BONDED TO PERIMETER

CONDUCTOR

#1/0 TO MULTI-POINT

GROUNDING PLATE IN

8TH FLOOR

ELECTRONICS ROOMS

METALLIC

BOND TO

SRG

BONDING POINT SEE

DETAIL THIS SHEET

BONDING

STRAP 24"

MAX. TYP.

DATA CABLE

CONDUIT (TYP.)

FLOOR PANEL

SIGNAL REFERENCE GRID

(METAL STRINGERS OF

RAISED FLOOR SYSTEM)

#1/0 BARE COPPER

SOLID OR STRANDED

AROUND PERIMETER OF ROOM

#1/0 TO 8TH FLOOR IN SLAB

GROUNDING SYSTEM - SEE

DETAIL C1 ON SHEET E-510

#1/0 TO 8TH

FLOOR IN SLAB

GROUNDING

SYSTEM - SEE

DETAIL C1 ON

SHEET E-510

#1/0 TO 8TH FLOOR IN SLAB

GROUNDING SYSTEM - SEE

DETAIL C1 ON SHEET E-510

#1/0 TO 8TH FLOOR IN SLAB

GROUNDING SYSTEM - SEE

DETAIL C1 ON SHEET E-510

FLOOR

STRINGER

LISTED "U" CLAMP

TYPE CONNECTOR

OR APPOVED EQUAL

MOUNT AS

LOW AS

POSSIBLE

#1/0 AWG

PEDESTAL

SOS

KP

KP

KP

SOS

KEYPAD - HARDWIRED, BACKLIT KEYS,

WEATHERTIGHT ENCLOSURE

POST MOUNTED SIREN - OPERATED

SENSOR, WEATHERTIGHT ENCLOSURE,

RESPONDS TO SIREN 'YELP',

UNIDIRECTIONAL MICROPHONE WITH

ADJUSTABLE RANGE UP TO 150'.

NEW 4" CONCRETE

SLAB FLUSH WITH

GROUND

NEW FLANGIBLE

CONDUIT COUPLINGS

(TYPICAL)

FILL WITH 3000 PSI

CONCRETE (TYP.)

a

EXISTING/RELOCATED

CAUTION SIGN

NEW CONDUIT CAP, TYPICAL

NEW 2" EMT

NEW FRANGIBLE COUPLING W/

COMPRESSION CONNECTION

TO 2" EMT; TYPICAL

NEW FLOOR FLANGE

W/ANCHOR BOLTS; TYPICAL

NEW 4" CONCRETE SLAB

FLUSH WITH GROUND

FILL WITH 3000 PSI

CONCRETE (TYP.)

2#10, #10G

(SOLID), 2"C

EXISTING/RELOCATED

SIGN, EACH SIDE

EXISTING/RELOCATED

EMERGENCY POWER

DOWN STATION

29610

N

O

RT

H CAROL IN

A

P

RO

FESS I ONA L

SEAL

E

N G

I N E E

R

R O

B E

R T

S C O T T P

E R

K I

N S

1 2 3 4 5

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D

C

B

A

-C

M id la n d P kw y

S u m m e rv ill e

S o u th

C a ro lin a

.8

.3

E N

G

IN

E E

R

IN

G A

R C

H

IT

E C

T U

R E

C E

M S

P ro je c t N o

T

P ro je ct

M a n a g e r:

C H

R

IS

H

IN

S O

N

S A

V A

N N

A H

D

IS

T R

IC

T

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I 'D

F

IL

E

N A

M E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

C A

T E

G O

R Y

C O

D E

-9

-0

US Army Corps of Engineers ®

SHEET ID

06-30-2016

S E

Y M

O U

R J

O H

N S

O N

A F

B N

C

E L

E C

T R

IC

A

L D

E T

A

IL

S

A T

C T

/B A

S E

O P

S C

O M

P L E

X R

S P

C R

C

C J H

R S

P

J

U N

E

W H

N -1

-R

-0

C D

Z E

-5 .D

W G

E-509

FOR CONSTRUCTION

G E

N E

R A

L

SCALE: NOT TO SCALEA1

RAISED FLOORING SIGNAL REFERENCE GRID

SCALE: NOT TO SCALEC3

PEDESTAL GROUNDING DETAIL

SCALE: NOT TO SCALEC4

ENTRY GATE KEYPAD DETAIL

SCALE: NOT TO SCALEA3

EMERGENCY POWER DOWN STATION (EPDS) DETAIL

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

R

E V

IS

E

D I A

W A

M E

N D

M E

N T

/0

/1

120/208 3 4 100A

SIZENO.NO.

INTERRUPTING AMPERE CURRENT

RATING FOR THIS ASSEMBLY

SHALL BE A. RMS SYM.

TOTAL DEMAND

TOTAL CONNECTED

10,000

11,575

10,788 30VA AMPS

B

A

CKT.

SIZE

BRKR CKT.

LOAD VA LOAD

BRKR

VA

60A

PANEL NO. 12CP

VA

VOLTAGE PHASE WIRE BUS SIZE MCB

C

B

A

C

B

A

C

B

A

C

MAIN BREAKER SHUNT-TRIP20 20

RCPT- LOG CPU

RCPT- AIRFIELD LIGHTING

RCPT- AFAS

RCPT- AFAS

RCPT- AFAS

RCPT- ATIS

RCPT- DARS

LIGHT GUNS

RCPT- CAB 720

RCPT- CAB

RCPT- CAB

RCPT- CAB

RCPT- CAB

RCPT- CAB

RCPT- CAB

20 SPARE-TDM

20 SPARE-TDM400

B

A

C

SPD30

20 SPARE

20 SPARE

20 RCPT-CAB

20 RCPT-FD10

20 SPARE

20 SPARE

* - PROVIDE SHUNT-TRIP TYPE MAIN CIRCUIT BREAKER.

120/208 3 4 100A

SIZENO.NO.

INTERRUPTING AMPERE CURRENT

RATING FOR THIS ASSEMBLY

SHALL BE A. RMS SYM.

TOTAL DEMAND

TOTAL CONNECTED

10,000

10,560

10,560 29VA AMPS

B

A

CKT.

SIZE

BRKR CKT.

LOAD VA LOAD

BRKR

VA

100A

PANEL NO. COM3

VA

VOLTAGE PHASE WIRE BUS SIZE MCB

C

B

A

C

B

A

C

B

A

C

RCPT- RM. TO10620 20

RCPT- RM. TO106

SPARE

SPARE

FC-3

SPARE

SPARE

SPARE

SPARE

RCPT- RM. TO106

RCPT- RM. TO106

30 SPD

30 RCPT- RM. TO106 4000

120/208 3 4 100A

SIZENO.NO.

INTERRUPTING AMPERE CURRENT

RATING FOR THIS ASSEMBLY

SHALL BE A. RMS SYM.

TOTAL DEMAND

TOTAL CONNECTED

10,000

13,025

11,513 32VA AMPS

B

A

CKT.

SIZE

BRKR CKT.

LOAD VA LOAD

BRKR

VA

60A

PANEL NO. 8CP

VA

VOLTAGE PHASE WIRE BUS SIZE MCB

C

B

A

C

B

A

C

B

A

C

ATCT B/U RADIO

20 20

RAPCON B/U RADIO

FUTURE

STARS RT1 "A" POWER

LAND MOBILE RADIO (LMR)

FUTURE

FUTURE

ATCT B/U RADIO

RAPCON B/U RADIO

FUTURE

STARS RT1 "B" POWER

STARS RT1 "C" POWER

1500 1670

SPARE

SPARE

SPARE

SPD

* - PROVIDE SHUNT-TRIP TYPE MAIN CIRCUIT BREAKER.

MAIN BREAKER SHUNT-TRIP

120/208 3 4 100A

SIZENO.NO.

INTERRUPTING AMPERE CURRENT

RATING FOR THIS ASSEMBLY

SHALL BE A. RMS SYM.

TOTAL DEMAND

TOTAL CONNECTED

10,000

8,095

8,095 23VA AMPS

B

A

CKT.

SIZE

BRKR CKT.

LOAD VA LOAD

BRKR

VA

60A

PANEL NO. 7CP

VA

VOLTAGE PHASE WIRE BUS SIZE MCB

C

B

A

C

B

A

C

B

A

C

20 20

ETVS MCT

ETVS SCT

AIR FIELD LIGHTING

FTI "A" POWER

FTI "B" POWER

FTI "C" POWER

FTI PATH PANEL

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

30 SPD

* - PROVIDE SHUNT-TRIP TYPE MAIN CIRCUIT BREAKER.

MAIN BREAKER SHUNT-TRIP

480:120/208 3 4 40A

SIZENO.NO.

INTERRUPTING AMPERE CURRENT

RATING FOR THIS ASSEMBLY

SHALL BE A. RMS SYM.

TOTAL DEMAND

TOTAL CONNECTED

10,000

22,325

22,325 62VA AMPS

B

A

CKT.

SIZE

BRKR CKT.

LOAD VA LOAD

BRKR

VA

90A

PANEL NO. FA2

VA

VOLTAGE PHASE WIRE PRIMARY CB. SECONDARY CB.

C

B

A

C

B

A

C

B

A

C

USCP- RM. T1201

FSCS - RM. TO102

SPARE

SPARE

PF-1 6010

360 30 PF-2,3 6875

20 USCP- RM. TO804 360

20 USCP- RM. TO704 360

20 USCP- RM. TO106 360

20 FACP, XMTR 720

20 PF-4,5,6,7 3460

20 PF-8,9,10,11 3460

PROVIDE MEANS TO LOCK CIRCUIT BREAKER IN 'CLOSED' POSITION.

120/208 3 4 100A

SIZENO.NO.

INTERRUPTING AMPERE CURRENT

RATING FOR THIS ASSEMBLY

SHALL BE A. RMS SYM.

TOTAL DEMAND

TOTAL CONNECTED

10,000

18,805

18,805 52VA AMPS

B

A

CKT.

SIZE

BRKR CKT.

LOAD VA LOAD

BRKR

VA

90A

PANEL NO. W

VA

VOLTAGE PHASE WIRE BUS SIZE MCB

C

B

A

C

B

A

C

B

A

C

B

A

C

20 900

20 720

20 1080

RCPT-RM 103

RCPT-RM 103 AV/PRINTER

RCPT-RM 104

RCPT-RM 105

RCPT-RM 106

RCPT-RM 107

20 810

RCPT-RM 108

RM 108 FSJB

RM 108 FSJB

RM 108 FSJB 81020

RCPT-RM 109

20 720RCPT-RM 103 FLOORBOX

20 900RCPT-RM 103

20 300RM 112,137 PLUMB FIXTURES

20 SPARE

20 SSAH-1 874

45 SSHP-1 4410

20 1200LGTS-RM 100,102,123,112,137

20 1121LGTS-RM 103-109,111

20 10MOTO-OPERATED VALVE

20 SPARE

20 SPARE

20 SPARE

20 SPARE

20 SPARE

20 SPARE

20 SPARE

20 SPARE

120/208 3 4 200A

SIZENO.NO.

INTERRUPTING AMPERE CURRENT

RATING FOR THIS ASSEMBLY

SHALL BE A. RMS SYM.

TOTAL DEMAND

TOTAL CONNECTED

10,000

30,805

30,805 86VA AMPS

B

A

CKT.

SIZE

BRKR CKT.

LOAD VA LOAD

BRKR

VA

125A

PANEL NO. EM

VA

VOLTAGE PHASE WIRE BUS SIZE MCB

C

B

A

C

B

A

C

B

A

C

B

A

C

20 20

PANEL 'W'

SPARE SPARE

100 PANEL 'COM1'

SPARE SPARE

SPARE SPARE

18,805 10,566

40 PANEL 'FA1' 1440

30 SPD

277/480 3 4 100A

SIZENO.NO.

B

A

CKT.

SIZE

BRKR CKT.

LOAD VA LOAD

BRKR

VA

MLO

PANEL NO. H1

VOLTAGE PHASE WIRE BUS SIZE MCB

C

B

A

C

B

A

C

B

A

C

B

A

C

3020 13515SPARE DOAU-1

20 HHWP-1 SPACE3820

JOCKEY PUMP20 2705 20 8755BP-1

INTERRUPTING AMPERE CURRENT

RATING FOR THIS ASSEMBLY

SHALL BE A. RMS SYM. TOTAL DEMAND

TOTAL CONNECTED

10,000

28,795

28,795 35VA AMPS

VA 29610

N

O

RT

H CAROL IN

A

P

RO

FESS I ONA L

SEAL

E

N G

I N E E

R

R O

B E

R T

S C O T T P

E R

K I

N S

1 2 3 4 5

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D

C

B

A

-C

M id la n d P kw y

S u m m e rv ill e

S o u th

C a ro lin a

.8

.3

E N

G

IN

E E

R

IN

G A

R C

H

IT

E C

T U

R E

C E

M S

P ro je c t N o

T

P ro je ct

M a n a g e r:

C H

R

IS

H

IN

S O

N

S A

V A

N N

A H

D

IS

T R

IC

T

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I 'D

F

IL

E

N A

M E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

C A

T E

G O

R Y

C O

D E

-9

-0

US Army Corps of Engineers ®

SHEET ID

06-30-2016

S E

Y M

O U

R J

O H

N S

O N

A F

B N

C

E L

E C

T R

IC

A

L P

A N

E L

S C

H E

D U

L E

S

A T

C T

/B A

S E

O P

S C

O M

P L E

X R

S P

C R

C

C J H

R S

P

J

U N

E

W H

N -1

-R

-0

C D

Z E

-6 .D

W G

E-604

FOR CONSTRUCTION

G E

N E

R A

L

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

R

E V

IS

E

D I A

W A

M E

N D

M E

N T

/0

/1

PANEL

'H3'

225A MCB

480/277V

PANEL

'L5'

200A MCB

208/120V

PANEL

'L6'

100A MLO

208/120V

PANEL

'L7'

100A MLO

208/120V

TRANSFORMER

'T2'

75KVA

480:208Y/120

AUTOMATIC

TRANSFER

SWITCH

200A

208/120V

PANEL

'MDP'

350A MCB

480/277V

PANEL

'H2'

100A MLO

480/277V

TRANSFORMER

'T1'

150KVA

480:208Y/120

PANEL

'L4'

100A MLO

208/120V

PANEL

'L3'

100A MLO

208/120V

PANEL

'L2'

200A MLO

208/120V

PANEL

'L1'

400A MCB

208/120V

NEW BASE

OPERATIONS

EMERGENCY

GENERATOR

40KW, 208V

NEW ATCT/

BASE OPERATIONS

TRANSFORMER

12.47KV:480Y/277V

750KVA

EXISTING

FIRE

DEPARTMENT

TRANSFORMER 1ST

FLOOR

2ND

FLOOR

BASE OPERATION FACILITY

#2/0 COPPER GROUNDING CONDUCTOR. BOND TO

BUILDING STEEL, MAIN ELECTRICAL GROUND AND

THREE 3/4"x10' COPPERCLAD GROUND RODS.

THERMAL WELD TO GROUND CONDUCTOR.

PANEL

'COM2'

90A MCB

208/120V

PANEL

'COM1'

90A MCB

208/120V

SPD

SPD - SURGE PROTECTION DEVICE -

PROVIDE A MINIMUM OF 75,000 AMP PER

PHASE SPD SYSTEM FOR L-N, L-L, AND L-G

PROTECTION. (MESS ANSI/IEEE C62.45)

TO ATCT ATS

TO FIRE PUMP #1 CP

TO FIRE PUMP #2 CP

SPD

SPD

4#2, #8G, 1 1/2"C 4#2, #8G, 1 1/2"C4#2, #8G, 1 1/2"C

4#3/0, #6G, 2 1/2"C2 RUNS OF

4#3/0, #6G, 2 1/2"C

4#3/0, #6G, 2 1/2"C

4#2, #8G, 1 1/2"C

4#250KCMIL, #4G, 3"C

4#1, #8G, 1 1/2"C4#1, #8G, 1 1/2"C

4#1, #8G, 1 1/2"C

4#3/0, #6G, 2 1/2"C

4#2, #8G, 1 1/2"C

4#500KCMIL,

#1/0G, 4"C

2 RUNS OF

4#3/0, #6G, 2 1/2"C

ELECTRIC

METER

#8 BARE COPPER IN 3/4"C TO

BUILDING GROUNDING SYSTEM

150/3

TMGB

TO METAL SERVICE PIPING

TO LPS

TO TMGB

BUS BARS

MAIN ELECTRICAL

GROUNDING BUS BAR

TO ATS

#2/0 CU

' T

Y P

PANEL

'EM'

125A MCB

208/120V

PANEL

'W'

100A MCB

208/120V

OUTSIDEBASE OPERATION FACILITYOUTSIDE

#2 BARE COPPER IN

3/4"C TO BUILDING

GROUNDING SYSTEM

PANEL

'FA1'

30A MCB

208/120V

2#8, #10G, 3/4"C

4#1, #6G, 1 1/2"C

4#2, #8G, 1 1/2"C 4#1, #6G, 1 1/2"C

4#1/0, #6G, 2"C

SPD

29610

N

O

RT

H CAROL IN

A

P

RO

FESS I ONA L

SEAL

E

N G

I N E E

R

R O

B E

R T

S C O T T P

E R

K I

N S

1 2 3 4 5

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D

C

B

A

-C

M id la n d P kw y

S u m m e rv ill e

S o u th

C a ro lin a

.8

.3

E N

G

IN

E E

R

IN

G A

R C

H

IT

E C

T U

R E

C E

M S

P ro je c t N o

T

P ro je ct

M a n a g e r:

C H

R

IS

H

IN

S O

N

S A

V A

N N

A H

D

IS

T R

IC

T

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I 'D

F

IL

E

N A

M E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

C A

T E

G O

R Y

C O

D E

-9

-0

US Army Corps of Engineers ®

SHEET ID

06-30-2016

S E

Y M

O U

R J

O H

N S

O N

A F

B N

C

E L

E C

T R

IC

A

L R

IS

E

R D

IA

G

R A

M

A T

C T

/B A

S E

O P

S C

O M

P L E

X R

S P

C R

C

C J H

R S

P

J

U N

E

W H

N -1

-R

-0

C D

Z E

-6 .D

W G

E-605

FOR CONSTRUCTION

G E

N E

R A

LSCALE: NOT TO SCALEB1

ELECTRICAL RISER DIAGRAM - BASE OPERATIONS BUILDING

1 EXISTING FIRE DEPARTMENT SERVICE TRANSFORMER IS 750KVA, 480Y/277VOLT,

LOOP FEED. SEE PRIMARY RISER DIAGRAMS ON SHEET E-607.

NEW PAD MOUNTED SERVICE TRANSFORMER FOR NEW AIR TRAFFIC CONTROL

TOWER AND BASE OPERATIONS FACILITY. SEE PRIMARY RISER DIAGRAMS ON

SHEET E-607. INSTALL ON 4" CONCRETE PAD.

CONNECT NEW UNDERGROUND PRIMARY ELECTRICAL FEEDER IN EXISTING

PRIMARY SECTION OF EXISTING FIRE DEPARTMENT TRANSFORMER. SEE

PRIMARY RISER DIAGRAMS ON SHEET E-607.

1" CONDUIT WITH CONTROL WIRING PER MANUFACTURER'S REQUIRMENTS.

NEW WORK KEYNOTES:

ONE 3/4" CONDUIT WITH 2#12, #12G TO PANEL 'L4' FOR GENERATOR BLOCK

HEATER AND ONE 3/4" CONDUIT WITH 2#12, #12G FOR GENERATOR BATTERY

CHARGER.

ONE 5" SPARE TO 5' OUTSIDE TRANSFORMER PAD.

EMCS CONTRACTOR TO FURNISH ELECTRIC METER AND CURRENT

TRANSFORMERS. ELECTRICAL CONTRACTOR TO INSTALL ELECTRIC METER

AND CURRENT TRANSFORMERS.

8 TRANSFORMER SHALL HAVE K-4 RATING.

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

R

E V

IS

E

D I A

W A

M E

N D

M E

N T

/0

/1