2._09-0037AB_James_St_Gate_Final_RTA_Plans.pdf

PROJECT AREA

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WESTOVER AIR RESERVE BASE

STREET MAP

NO EXIT

WARNING !!!

W A

R N

IN

G

FE

N

C E

FE

N

C E

FE

NCE

FENCE !!!

FENCE !!!

BASE FENCE

BA

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CE

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B A

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C E

FENCE !!!

GALAXY

ROAD

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IR

M A

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R A

D A

R H

ILL

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IV

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A D

JOHNSON DRIVE

H E

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WALKER

D R

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AVENUE

2753 1100

RECALL AVENUE

LOGISTICS DRIVE

PATRIOT AVENUE

E A

G

E

D R

IV

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MARINE WAY

EAGLE DRIVE

M

ONUM

ENT AVE. N.

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ONUM

ENT AVE. S.

PIT

TSBURGH

STREET

A V

E N

U E

P A

T R

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A V

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PATRIOT

PROVIDER ST.

JEN

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IN

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EET

E

LLIP

S E

DRIVE

P O

R T

S T

R E

E T

HANGAR AVENUE

HANGAR AVENUE

707370727071

L O

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IS

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PATRIOT AVE.

RECALL AVENUE

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U N

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R S

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BASE FENCE

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BASE FENCE

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XXX

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XX

RV

STORAGE 3103

G L

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E

AREA OF

WORK

BASE OPERATION

CONTRACTING OFFICE

BUILDING NO. 2400

BASE CIVIL ENGINEERING

BUILDING NO. 2450

SECURITY POLICE

BUILDING NO. 2510

3509 Iron Horse Drive, Ladson, SC, 29456 CEMS Project #10153G 843.875.3637

Project Manager: Chris Hinson

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3509 Iron Horse Drive, Ladson, SC, 29456

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3509 Iron Horse Drive, Ladson, SC, 29456

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3509 Iron Horse Drive, Ladson, SC, 29456 CEMS Project #10153G 843.875.3637

Project Manager: Chris Hinson

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3509 Iron Horse Drive, Ladson, SC, 29456 CEMS Project #10153G 843.875.3637

Project Manager: Chris Hinson

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3509 Iron Horse Drive, Ladson, SC, 29456 CEMS Project #10153G 843.875.3637

Project Manager: Chris Hinson

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B

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3509 Iron Horse Drive, Ladson, SC, 29456 CEMS Project #10153G 843.875.3637

Project Manager: Chris Hinson

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T

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B

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3509 Iron Horse Drive, Ladson, SC, 29456 CEMS Project #10153G 843.875.3637

Project Manager: Chris Hinson

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3509 Iron Horse Drive, Ladson, SC, 29456 CEMS Project #10153G 843.875.3637

Project Manager: Chris Hinson

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3509 Iron Horse Drive, Ladson, SC, 29456 CEMS Project #10153G 843.875.3637

Project Manager: Chris Hinson

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3509 Iron Horse Drive, Ladson, SC, 29456 CEMS Project #10153G 843.875.3637

Project Manager: Chris Hinson

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B

3509 Iron Horse Drive, Ladson, SC, 29456

Project Manager: Chris Hinson

A

B

Project Manager: Chris Hinson

A

B

Project Manager: Chris Hinson

A

B

Project Manager: Chris Hinson

A

B

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3509 Iron Horse Drive, Ladson, SC, 29456 CEMS Project #10153G 843.875.3637

Project Manager: Chris Hinson

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3509 Iron Horse Drive, Ladson, SC, 29456 CEMS Project #10153G 843.875.3637

Project Manager: Chris Hinson

D D

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B

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D

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3509 Iron Horse Drive, Ladson, SC, 29456 CEMS Project #10153G 843.875.3637

Project Manager: Chris Hinson

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3509 Iron Horse Drive, Ladson, SC, 29456

W16-9P (SP)

(24"X12")

(BLACK ON WHITE)

(48" x 24")

DO NOT

ENTER

ACTIVE

BARRIER

LIMIT

SPEED

R10-13

(36" x 24")

R10-6A

(24" x 30")

W3-3

(30" x 30")

W11-12P (SP)

(24" x 18")

DO NOT

ENTER

ACTIVE

BARRIER

W3-3

(30" x 30")

W11-12P (SP)

(24" x 18")

ACTIVE

BARRIER

ACTIVE

BARRIER

(L&R)

R10-6A

(24" x 30")

W3-3

(30" x 30")

W11-12P (SP)

(24" x 18")

R1-7

(48"X24")

LIMIT

SPEED

R4-9

(24" x 30")

LIMIT

SPEED

LIMIT

SPEED

W16-7PR

(24"X12")

W11A-2

(30"X30")

R10-13

(36" x 24")

R1-6L

(48"X24")

3509 Iron Horse Drive, Ladson, SC, 29456

400' (TYP)

G20-2

48"X24"

ROAD

CLOSED

AHEAD

W20-3

48"X48"

G20-2

48"X24"

ROAD

CLOSED

AHEAD

W20-3

48"X48"

ROAD

CLOSED

AHEAD

W20-3

48"X48"

ROAD

CLOSED

AHEAD

W20-3

48"X48"

G20-2

48"X24"

G20-2

48"X24"

G20-2

48"X24"

G20-2

48"X24"

3509 Iron Horse Drive, Ladson, SC, 29456

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3509 Iron Horse Drive, Ladson, SC, 29456

S

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3509 Iron Horse Drive, Ladson, SC, 29456

Project Manager: Chris Hinson

VARIES

ROOT

BALL DIA. 12"

UNDISTURBED SOIL

¾

EXISTING CONCRETE PLANTER

DEMOLISHED . REFER TO

CIVIL DRAWINGS

EXISTING CONCRETE CURB

DEMOLISHED. REFER TO CIVIL

DRAWINGS

EXISTING EXIT

DRIVE. REFER

TO CIVIL

DRAWINGS.

REMOVE EXISTING DIRT/

TOPSOIL FROM PLANTER.

REFER TO CIVIL DRAWINGS.

EXISTING

ENTRY DRIVE.

REFER TO

CIVIL

DRAWINGS.

8' - 0"

DEMOLITION NOTE KEY:

1 REMOVE EXISTING GUARD HOUSE IN IT'S ENTIRETY. CAP ALL EXISTING UTILITY LINES AS INDICATED ON

MECHANICAL, PLUMBING, ELECTRICAL, & CIVIL DRAWINGS. PREPARE EXISTING AREA WHERE GUARD

HOUSE DEMOLISHED FOR CONSTRUCTION OF NEW GUARD HOUSE AND CANOPY.

REMOVE EXISTING CONCRETE STOOP AND STEPS IN THEIR ENTIRETY.

REMOVE EXISTING METAL FRAMING, ROOF, & GLAZING IN THEIR ENTIRETY.

TO BE REMOVED BY CONTRACTORTO BE REMOVED BY CONTRACTORTO BE REMOVED BY CONTRACTORTO BE REMOVED BY CONTRACTOR

GENERAL DEMOLITION NOTES

• CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS & ANY DIMENSIONS SHOWN.

• ALL EXISTING RECEPTACLES, LIGHTS AND OTHER ELECTRICAL DEVICES INCLUDING WIRING AND

CONDUIT SHALL BE REMOVED. ALL DEMOLITION WORK MUST BE COORDINATED WITH THE BASE

AND WITH ALL OTHER TRADES TO AVOID CONFLICTS.

• NO EXISTING ELECTRICAL MATERIALS, EQUIPMENT, WIRING OR CONDUIT BEING REMOVED MAY BE

REUSED ON THIS PROJECT UNLESS SPECIFICALLY NOTED OTHERWISE ON THESE DRAWINGS. ALL

EXISTING ELECTRICAL MATERIALS AND EQUIPMENT, INTERIOR OR EXTERIOR, NOT BEING REUSED OR

RENDERED OBSOLETE BY THIS WORK SHALL BE REMOVED AND DISPOSED OF BY THE GENERAL

CONTRACTOR.

• REFER TO FINISH SCHEDULE FOR NEW FINISHES.

• ALL EXISTING PLUMBING FIXTURES, PIPING, ETC. SHALL BE REMOVED. ALL DEMOLITION WORK MUST

BE COORDINATED WITH THE BASE AND WITH ALL OTHER TRADES TO AVOID CONFLICTS.

• THE GENERAL CONTRACTOR SHALL MODIFY OR CAP EXISTING PLUMBING LINES AS INDICATED ON

THE PLUMBING DRAWINGS.

A R C H I T E C T S

SECURITY FORCES

ANTI-TERRORISM OFFICER

COMMUNICATIONS

ENVIRONMENTAL

BIO ENVIRONMENTAL

DESIGNATION

FACILITY MANAGER/USER

FIRE CHIEF

SAFETY

PROJECT ENGINEER

CHIEF ENGINEER

DATE

AIR FORCE RESERVE COMMAND

WESTOVER AIR RESERVE BASE

CHICOPEE, MASSACHUSETTS 01022

BASE CIVIL ENGINEER MISSION SUPPORT COMMANDER INSTALLATION COMMANDER

DATE BASE PROJECT NUMBER FACILLITY NUMBER

DESCRIPTION DRAWN APPROVED

CDA Architects 1122 Lady Street, Ste. 810 Columbia, SC 29201 (P)803 799 6502 (F)803 799 2014 www.cdacolumbia.com

CDA Project #12103 Project Manager: Hunter McKenzie Email: hunter@cdacolumbia.com

CONSTRUCT GATEHOUSE AND REPAIR ROADS AND

SIDEWALKS FOR THE JAMES STREET GATE

DEC 17, 2012

DEMOLITION PLAN AD101

YTPM 09-0037ABSHEET 39 OF 58

DESIGN:C. DOUGAN

DRAWN:H. MCKENZIE

FINAL SUBMITTAL

1/4" = 1'-0"A-201 AD101

1 DEMOLITION FLOOR PLAN

AD101

N

0' 2' 4'

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

JESSE CURTIS

DAVIS, JR.

COLUMBIA

UTOSFO

ET

A T

S

R E

G

I STERED ARCH I TE

C T

A

NI

LORACH

SCALE:3/8"=1'

0 2' 4' 6'

10' - 5"

BASE EXIT DRIVE -

REFER TO CIVIL

DRAWINGS

BASE ENTRY DRIVE -

REFER TO CIVIL

DRAWINGS

A-302A-101

A-301A-101

/4

/2

/4

GATEHOUSE

NEW CANOPY OVERHANG (ABOVE)

NEW CANOPY OVERHANG (ABOVE)

NEW CANOPY COLUMN

BASE WITH CONC. CAP

(TYP.)

NEW CANOPY COLUMN

BASE WITH CONC. CAP

(TYP.)

A-302A-101

A-302A-101

A-301A-101

A-301A-101

A-301

RESTROOM

1' - 3 1/4" 4' - 0 1/4" 3' - 10 1/4" 1' - 3 1/4"

A-401

A-401

4' - 0 1/4" 3' - 10 1/4"

COMM.

ROOM

ELECTRICAL

HVAC 67

3' - 0"BALLLISTIC

STOREFRONT

AND GLAZING 8'-

0" HIGH AND

1" ABOVE

FINISH GRADE.

MOUNTING

POST (TYP.)

M

IN

. 4 '-0 " C

LEAR

STACKED WALL

MOUNTED HEAT

PUMP UNITS

ANTI-RAM CONCRETE

KNEE WALL WITH BRICK

VENEER AND PRECAST

CONCRETE CAP

DARK BRONZE

DOWNSPOUT TO BE

4" X 3" (NOMINAL 4").

DISCHARGE TO

BOOT.

REFER TO CIVIL (TYP.)

DARK BRONZE

DOWNSPOUT TO BE

4" X 3" (NOMINAL 4").

DISCHARGE TO

BOOT.

REFER TO CIVIL (TYP.)

DARK BRONZE

DOWNSPOUT TO BE

4" X 3" (NOMINAL 4").

DISCHARGE TO

BOOT.

REFER TO CIVIL (TYP.)

F.E.

WALL MOUNTED

NETWORK CABINET.

SEE ELECTRICAL.

A-302

CONTROL JOINT (TYP)

A-302A-101

GATE

CONTROLS

SECURITY

PANEL. SEE

ELECTRICAL.

A-101 A-201

A-101 A-201

A-101 A-201

A-101 A-201

8' - 0"

HVAC UNIT - SEE

MECHANICAL

LEGEND

SHEET FLOORING - MANNINGTON, ASSURANCE 1I - COLOR

PUTTY 16307

RUBBER

RUBBER BASE - MANNINGTON, ASSURANCE 1I - COLOR

PUTTY 16307

RB-1

FIBERGLASS REINFORCED PANEL - STANDARD COLOR

FORM MANUFACTURE, MATCH PAINT COLOR AS CLOSE AS

POSSIBLE

FRP

PAINTED GYPSUM BOARD - COLOR TO MATCH SW-7038

TONY TAUPE. EGGSHELL FINISH

GYP BD

PLASTIC LAMINATE - WILSONART LAMINATE, 7965K-12

WALNUT HEIGHTS

PL

SOLID SURFACE - CORIAN - LINENSS

A R C H I T E C T S

SECURITY FORCES

ANTI-TERRORISM OFFICER

COMMUNICATIONS

ENVIRONMENTAL

BIO ENVIRONMENTAL

DESIGNATION

FACILITY MANAGER/USER

FIRE CHIEF

SAFETY

PROJECT ENGINEER

CHIEF ENGINEER

DATE

AIR FORCE RESERVE COMMAND

WESTOVER AIR RESERVE BASE

CHICOPEE, MASSACHUSETTS 01022

BASE CIVIL ENGINEER MISSION SUPPORT COMMANDER INSTALLATION COMMANDER

DATE BASE PROJECT NUMBER FACILLITY NUMBER

DESCRIPTION DRAWN APPROVED

CDA Architects 1122 Lady Street, Ste. 810 Columbia, SC 29201 (P)803 799 6502 (F)803 799 2014 www.cdacolumbia.com

CDA Project #12103 Project Manager: Hunter McKenzie Email: hunter@cdacolumbia.com

CONSTRUCT GATEHOUSE AND REPAIR ROADS AND

SIDEWALKS FOR THE JAMES STREET GATE

DEC 17, 2012

FLOOR PLAN A-101

YTPM 09-0037ABSHEET 40 OF 58

DESIGN:C. DOUGAN

DRAWN:H. MCKENZIE

FINAL SUBMITTAL

3/8" = 1'-0"A-101

1 RENOVATION FLOOR PLAN

FINISH SCHEDULE

NO. ROOM NAME FLOOR BASE

WALL FINISH

CEILING FINISH CEILING HEIGHT COMMENTSNORTH EAST SOUTH WEST

101 GATEHOUSE RUBBER RUBBER FRP TO 6' AFF FRP TO 6' AFF FRP TO 6' AFF FRP TO 6' AFF GYP. BD. 8' - 0" PAINT GYP BD FROM 6'-0" TO CLG.

103 ELECTRICAL RUBBER RUBBER FRP TO 6' AFF FRP TO 6' AFF FRP TO 6' AFF FRP TO 6' AFF GYP. BD. 8' - 0" PAINT GYP BD

104 RESTROOM RUBBER RUBBER FRP TO 6' AFF FRP TO 6' AFF FRP TO 6' AFF FRP TO 6' AFF GYP. BD. 8' - 0" PAINT GYP BD FROM 6'-0" TO CLG.

105 COMM. ROOM RUBBER RUBBER FRP TO 6' AFF FRP TO 6' AFF FRP TO 6' AFF FRP TO 6' AFF GYP. BD. 8' - 0" PAINT GYP BD

A-101

JESSE CURTIS

DAVIS, JR.

COLUMBIA

UTOSFO

ET

A

T S

R E

G

I STERED ARCH I TE

C T

A

NI

LORACH

A-301A-101

NEW METAL GUTTER @

ALL SIDES OF CANOPY

(COLOR BRONZE)

ASPHALT SHINGLES

NEW METAL GUTTER & DOWNSPOUTS

(COLOR BRONZE)

ASPHALT SHINGLES

S

LO

P E D N

/1

S

LO

P E D N

/1

SLOPE DN

6/12

NEW 6" X 6" METAL GUTTER @ ALL SIDES OF CANOPY

(COLOR BRONZE)

A-301A-101

SLOPE DN

6/12

SLOPE DN

6/12

ANTI-RAM KNEE WALL BELOW

AWNING BELOW

SNOW GUARDS ALL SIDES

NEW 6" X 6" METAL GUTTER THIS SIDE ONLY OF GUARDHOUSE

(COLOR BRONZE)

DOWNSPOUT

(COLOR BRONZE)

A-102

37'-0"

A R C H I T E C T S

SECURITY FORCES

ANTI-TERRORISM OFFICER

COMMUNICATIONS

ENVIRONMENTAL

BIO ENVIRONMENTAL

DESIGNATION

FACILITY MANAGER/USER

FIRE CHIEF

SAFETY

PROJECT ENGINEER

CHIEF ENGINEER

DATE

AIR FORCE RESERVE COMMAND

WESTOVER AIR RESERVE BASE

CHICOPEE, MASSACHUSETTS 01022

BASE CIVIL ENGINEER MISSION SUPPORT COMMANDER INSTALLATION COMMANDER

DATE BASE PROJECT NUMBER FACILLITY NUMBER

DESCRIPTION DRAWN APPROVED

CDA Architects 1122 Lady Street, Ste. 810 Columbia, SC 29201 (P)803 799 6502 (F)803 799 2014 www.cdacolumbia.com

CDA Project #12103 Project Manager: Hunter McKenzie Email: hunter@cdacolumbia.com

CONSTRUCT GATEHOUSE AND REPAIR ROADS AND

SIDEWALKS FOR THE JAMES STREET GATE

DEC 17, 2012

ROOF PLAN A-102

YTPM 09-0037ABSHEET 41 OF 58

DESIGN:C. DOUGAN

DRAWN:H. MCKENZIE

FINAL SUBMITTAL

1/4" = 1'-0"A-102

1 NEW ROOF PLAN

0' 2' 4'

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

DOWNSPOUT

DOWNSPOUT

JESSE CURTIS

DAVIS, JR.

COLUMBIA

UTOSFO

ET

A T

S

R E

G

I STERED ARCH I TE

C T

A

NI

LORACH

COLUMN BASE WITH

BRICKVENEER AND 8"

CONCRETE BASE

STEEL COLUMN WITH

ALUMINUM WRAP (COLOR:

DARK BRONZE)

ALUMINUM GUTTER &

DOWNSPOUT (COLOR: DARK

BRONZE)

ARCHITECTURAL ASPHALT

SHINGLED ROOF

NEW GATEHOUSE

WITH BRICK VENEER

ARCHITECTURAL ASPHALT

SHINGLED ROOF OVER

NAILER ON METAL DECK

ON LIGHT GAUGE METAL

TRUSSES

BRICK SOLDIER COURSE

PRECAST CONCRETE

PANEL

DECORATIVE GABLE

END LOUVER

3'-0" EXTERIOR

DOORS

12"

6"

6"

12"

12"

6"

BALLISTIC RATED

STOREFRONT AND GLAZING

WIND BREAK

ONE WAY TINTED GLASS

METER

RAISED DRAIN FOR HEAT

PUMP CONDENSTATE,

CONNECT TO STORM

WATER SYSTEM

HEAT

PUMP #2

HEAT

PUMP #1

HEAT PUMP

DISCONNECTS

GROUT JOINT IN

PRECAST PANEL

9'T.O. BOND BEAM

HEAT

PUMP #3

EXTERIOR LIGHT

FIXTURE. SEE

ELECTRICAL.

15'

0'

CANOPY EAVE

CURB LEVEL

SNOW GUARDS

ARCHITECTURAL

ASPHALT SHINGLED

ROOF

STEEL COLUMN WRAPPED

WITH ALUMINUM, COLOR TO

MATCH CANOPY TRIM

COLUMN BASE WITH BRICK

VENEER, 8" CONCRETE BASE

AND PRECAST CAP.

ALUMINUM GUTTER &

DOWNSPOUT (COLOR:

DARK BRONZE)

NEW CONCRETE KNEE WALL WITH

BRICK VENEER AND PRECAST

CONCRETE CAP

METAL SUNSHADE

EXTERIOR SLIDING DOOR

12"

6"

GABLE END LOUVER-

PAINT (COLOR AS

CHOSEN BY

GOVERNMENT)

9'253.25'T.O. BOND BEAM

EXTERIOR LIGHT FIXTURE-

SEE ELECTRICAL. (ENSURE

CLEARANCE OVER SLIDING

DOOR TRACK)

15'CANOPY EAVE

0'CURB LEVEL

SNOW GUARDS

31'-0"

ARCHITECTURAL ASPHALT

SHINGLED

STEEL COLUMN WRAPPED

WITH ALUMINUM, COLOR TO

MATCH CANOPY TRIM

COLUMN BASE WITH BRICK

VENEER, 8" CONCRETE BASE

AND PRECAST CAP.

ALUMINUM GUTTER &

DOWNSPOUT (COLOR:

DARK BRONZE)

NEW CONCRETE KNEE

WALL WITH BRICK

VENEER AND PRECAST

CONCRETE CAP

METAL SUNSHADE

EXTERIOR SLIDING DOOR

12"

6"

GABLE END LOUVER- PAINT

(COLOR AS CHOSEN BY

GOVERNMENT)

RAIN DIVERTER OVER

PERSONNEL DOOR

9'T.O. BOND BEAM

EXTERIOR LIGHT FIXTURE -

SEE ELECTRICAL. (ENSURE

CLEARANCE OVER SLIDING

DOOR TRACK)

15'

0'CURB LEVEL

CANOPY EAVE

SNOW GUARDS

COLUMN BASE WITH BRICK

VENEER, 8" CONCRETE BASE

AND PRE-CAST CAP

STEEL COLUMN WITH

ALUMINUM WRAP (COLOR:

DARK BRONZE)

DARK BRONZE

ALUMINUM

GUTTER

ARCHITECTURAL ASPHALT

SHINGLED

NEW

GATEHOUSE

WITH BRICK

VENEER

NEW CONCRETE

KNEE WALL WITH

BRICK VENEER AND

PRECAST

CONCRETE CAP

BRICK SOILDER COURSE

PRECAST PANEL

DECORATIVE GABLE END

LOUVER

METAL SUNSHADE.

12GROUT JOINT

IN PRECAST

PANEL

9'T.O. BOND BEAM

15'

0'

CANOPY EAVE

CURB LEVEL

SNOW GUARDS

37' - 0"

22' - 0"

A R C H I T E C T S

SECURITY FORCES

ANTI-TERRORISM OFFICER

COMMUNICATIONS

ENVIRONMENTAL

BIO ENVIRONMENTAL

DESIGNATION

FACILITY MANAGER/USER

FIRE CHIEF

SAFETY

PROJECT ENGINEER

CHIEF ENGINEER

DATE

AIR FORCE RESERVE COMMAND

WESTOVER AIR RESERVE BASE

CHICOPEE, MASSACHUSETTS 01022

BASE CIVIL ENGINEER MISSION SUPPORT COMMANDER INSTALLATION COMMANDER

DATE BASE PROJECT NUMBER FACILLITY NUMBER

DESCRIPTION DRAWN APPROVED

CDA Architects 1122 Lady Street, Ste. 810 Columbia, SC 29201 (P)803 799 6502 (F)803 799 2014 www.cdacolumbia.com

CDA Project #12103 Project Manager: Hunter McKenzie Email: hunter@cdacolumbia.com

CONSTRUCT GATEHOUSE AND REPAIR ROADS AND

SIDEWALKS FOR THE JAMES STREET GATE

DEC 17, 2012

EXTERIOR ELEVATIONS A-201

YTPM 09-0037ABSHEET 42 OF 58

DESIGN:C. DOUGAN

DRAWN:H. MCKENZIE

FINAL SUBMITTAL

1/4" = 1'-0"A-101 A-201

3 EAST ELEVATION

1/4" = 1'-0"A-201

2 NORTH ELEVATION

1/4" = 1'-0"A-201

4 SOUTH ELEVATION

1/4" = 1'-0"A-201

1 WEST ELEVATION

0' 2' 4'

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

A-101 A-101

A-101 A-101 JESSE CURTIS

DAVIS, JR.

COLUMBIA

UTOSFO

ET

A T

S

R E

G

I STERED ARCH I TE

C T

A

NI

A-301

NEW CONCRETE

ISLAND & DRIVE.

SEE CIVIL

DRAWINGS.

4/ A-301

3/ A-301

15'-10"260.50'

1 1/2" HAT CHANNELS

@ 24" O.C.

PRE-ENGINEERED

METAL TRUSSES

@ 4'-0" O.C. MAX

METAL TRIM @

BASE OF COLUMN

WRAP (TYP.)

ATTACH

DOWNSPOUT TO

PVC BOOT.

REFER TO CIVIL.

BRICK VENEER

GROUT FILL

PRECAST CONCRETE CAP

SAW CUT PRECAST CAP

TO ACCOMODATE

COLUMN. JOIN WITH

NON-SHRINK GROUT

DOWNSPOUT TO

BOOT. SEE CIVIL

DARK BRONZE

ALUMINUM WRAP AT

COLUMN

1' - 10"

CAULK REVEAL AT

ALUMINUM WRAP

CONNECTION

6" x 6" ALUMINUM

GUTTER ASSEMBLY.

COLOR: DARK

BRONZE

STEEL BEAM. REFER TO

STRUCTURAL

ALUMINUM WRAPPED

COLUMN BEYOND

7/8" METAL PANEL (NON-

PERFORATED WITH

FACTORY APPLIED FINISH)

ON 1 1/2" HAT CHANNELS

16" O.C. MAX

DARK BRONZE,

BREAK METAL

FASCIA WITH DRIP

EDGE OVER 10"

METAL STUD (20

GA.)

PERFORATED

METAL SOFFIT

1 1/2" HAT CHANNELS

16" O.C. MAX

4" CHANNELS

@ 4'-0" O.C.

TRUSS 4'-0" O.C . MAX

BEARING ON STEEL BEAM.

SEE STRUCTURAL.

REVEAL

1' - 6"1'-8 3/4"

ASPHALT SHINGLES WITH

FELT UNDERLAYMENT

NOTE: AT SMALLER BEAM,

FUR TO ENSURE SIMILAR

DIMENSIONS OF METAL

WRAP FOR ALL BEAMS.

1 1/2" HAT CHANNELS @ 24" O.C.

ICE AND WATER SHIELD TO

EXTEND 36" UP FROM FASCIA

3/4" EXTERIOR GRADE PLYWOOD

4" METAL STUDS (20 GA.)

ATTACHED TO METAL

TRUSSES @ 4'-0" O.C.

(TYP)

PREFABRICATED METAL

TRUSS. SEE

STRUCTURAL.

GABLE END LOUVER (DARK BRONZE)

NEW CURB,

CONCRETE WALK

AND GRASS. SEE

CIVIL DRAWINGS.

A-301

Sim

METAL TRIM AT BASE OF

COLUMN WRAP

ALUMINUM DOWNSPOUT

PVC BOOT AND

PIPING. REFER TO

CIVIL.

16'-0"260.50'

1 1/2" HAT CHANNELS @

24" O.C.

2' - 6"

PRECAST CONCRETE CAP

SEAL AROUND COLUMN

V A R

IE

S M

IN

DARK BRONZE ALUMINUM

DOWNSPOUT

DOWNSPOUT BOOT. REFER TO

CIVIL FOR DISCHARGE.

STRUCTURAL STEEL COLUMN. SEE

STRUCTURAL FRAMING PLANS

POURED

CONCRETE BASE

DARK BRONZE ALUMINUM WRAP AT

COLUMN TO TERMINATE AT PRECAST

CONCRETE CAP

PRECAST CONCRETE CAP

GROUT FILL

REINFORCED CONC.

SLAB ON GRADE.

SEE STRUCTURAL

SAND FILTER LAYER.

SEE STRUCTURAL

GRAVEL LAYER. SEE

STRUCTURAL

COMPACTED SUBGRADE.

SEE STRUCTURAL

REINFORCED CONCRETE

FOOTING. SEE

STRUCTURAL

METAL TRIM AT ALUMINUM

WRAP BASE

PVC BOOT AND

PIPING. REFER TO

CIVIL.

PROTECTIVE PAINT ON

STRUCTURAL STEEL IN

CONTACT WITH GROUT FILL

GENERAL NOTES

1. ALL EXPOSED GUTTERS, DOWNSPOUTS, METAL FASCIA, METAL

SOFFITS, LOUVERS AND BREAK METAL CANOPY COLUMN WRAPS TO BE

DARK BRONZE ALUMINUM.

A R C H I T E C T S

SECURITY FORCES

ANTI-TERRORISM OFFICER

COMMUNICATIONS

ENVIRONMENTAL

BIO ENVIRONMENTAL

DESIGNATION

FACILITY MANAGER/USER

FIRE CHIEF

SAFETY

PROJECT ENGINEER

CHIEF ENGINEER

DATE

AIR FORCE RESERVE COMMAND

WESTOVER AIR RESERVE BASE

CHICOPEE, MASSACHUSETTS 01022

BASE CIVIL ENGINEER MISSION SUPPORT COMMANDER INSTALLATION COMMANDER

DATE BASE PROJECT NUMBER FACILLITY NUMBER

DESCRIPTION DRAWN APPROVED

CDA Architects 1122 Lady Street, Ste. 810 Columbia, SC 29201 (P)803 799 6502 (F)803 799 2014 www.cdacolumbia.com

CDA Project #12103 Project Manager: Hunter McKenzie Email: hunter@cdacolumbia.com

CONSTRUCT GATEHOUSE AND REPAIR ROADS AND

SIDEWALKS FOR THE JAMES STREET GATE

DEC 17, 2012

CANOPY SECTIONS A-301

YTPM 09-0037ABSHEET 43 OF 58

DESIGN:C. DOUGAN

DRAWN:H. MCKENZIE

FINAL SUBMITTAL

1/2" = 1'-0"A-101 A-301

2 CANOPY TRANSVERSE SECTION

1 1/2" = 1'-0"A-301

3 PLAN OF COLUMN

1 1/2" = 1'-0"A-101 A-301

4 PLAN OF COLUMN WITH CAP

1" = 1'-0"A-301 A-301

5 EAVE DETAIL

1/2" = 1'-0"A-101 A-301

6 CANOPY LONGITUDINAL SECTION

1" = 1'-0"A-101 A-301

1 COLUMN SECTION

0' 2'1'

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

0' 1' 2'

SCALE: 1" = 1'-0"

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

0' 4'2'

JESSE CURTIS

DAVIS, JR.

COLUMBIA

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A-302

RESTROOM

GATEHOUSE

R-30 BATT INSULATION.

ON GYPSUM BOARD

ABOVE GYP. BD. CEILING.

A-302

Sim

CONTINUOUS FLASHING

WITH WEEP HOLES 24" O.C.

FACE BRICK VENEER

(SEE ELEVATIONS FOR

MORE DETAIL)

GROUT SOLID BELOW

FLASHING

2' - 0"

0'

-3'T.O. FOOTING= 240.5'

T.O. SLAB

6" X 6" DARK BRONZE

GUTTER ASSEMBLY

9'T.O. BOND BEAM

T O T O P O F B O N D B E A M

8" CONCRETE

MASONRY UNIT

REFER TO

STRUCTURAL FOR

SLAB AND

COMPACTED FILL

GATEHOUSE

COMPACTED FILL

(REFER TO STRUCTURAL)

10 MIL. VAPOR BARRIER

COMM.

ROOM

5/8" GYPSUM BOARD

ABOVE 6"-0" AFF.

5/8" GYPSUM

BOARD

R-30 BATT

INSULATION

1 1/2" HAT

CHANNELS 24" O.C.

GYP. BD. CEILING ON

3 5/8" METAL STUDS

FRP BOARD OVER 5/8"

CEMENTITIOUS BACKER

BOARD TO 6'-0" AFF.

ASPHALT SHINGLES

OVER BUILDING FELT ON

3/4" EXTERIOR GRADE

PLYWOOD SHEATHING

PRE-ENGINEERED

METAL TRUSSES.

REFER TO STRUCTURAL

DRAWINGS

3 5/8" METAL STUDS

@ 16" O.C.

3 5/8" STRUCTURAL

STEEL STUD TRACK

REINFORCED

CONCRETE SLAB

(SEE STRUCTURAL)

COMPACTED FILL

(REFER TO STRUCTURAL)

1/2" EXPANSION MATERIAL

10 MIL. VAPOR

BARRIER

SOLID SURFACE COUNTER

& BACLSPLASH

ON 3/4" PLYWOOD

GATEHOUSE

SOLID SURFACE SILL

GYPSUM BOARD

HEADER ON 7/8"

FURRING CHANNELS

5/8" GYPSUM BOARD ON

7/8" HAT CHANNELS 16"

O.C.

CONTINUOUS FLASHING

WITH WEEP HOLES 24" O.C.

METAL DRIP-EDGE

PERFORATED METAL

SOFFIT OVER 1 1/2"

HAT CHANNELS

CONT 2"

POLYISOCYANURATE

INSULATION. MIN R-11.4

3" POLYSTYRENE

INSULATION. R-15 MIN.

2" POLYSTYRENE

INSULATION. R-7.5 MIN.

PRECAST CONCRETE CAP

GROUT SOLID

BELOW FLASHING

4" PRECAST PANEL

DAMPPROOFING

1 1/2" HAT CHANNELS

24" O.C.

6" METAL STUDS

16" O.C.

6" METAL CHANNEL

BREAK METAL FASCIA

METAL

TRUSSES 4'-0"

O.C. MAX

GABLE END

LOUVER

MASONRY VENEER TIE 16"

O.C. BOTH DIRECTIOS

PREFABRICATED

METAL AWNING

3'-0"

FLASHING

FRP BOARD OVER 5/8"

CEMENTITIOUS BACKER

BOARD TO 6'-0" AFF

2' - 0"

BRICK SOLDIER COURSE

3/4" METAL FURRING

CHANNELS @ 16" O.C.

VERTICAL

REINFORCED

CONCRETE FOOTING

(SEE STRUCTURAL)

CMU BOND BEAM

(SEE STRUCTURAL)

REINFORCED

CONCRETE SLAB

(SEE STRUCTURAL)

COMPACTED FILL

(REFER TO STRUCTURAL)

10 MIL. VAPOR BARRIER

RESTROOM

5/8" GYPSUM

BOARD

R-30 BATT INSULATION ON GYPSUM

BOARD CEILING

VENTED ALUMINUM SOFFIT

PANELS OVER 1 1/2" HAT

CHANNELS

BREAK METAL TRIM

GYP. BD. CEILING ON 3

5/8" MTL STUDS 16" O.C.

3" POLYSTYRENE INSULATION, R-15

MIN. EXTEND 24" INSIDE BLDG

PERIMETER. (TYP.)

2" POLYSTYRENE

INSULATION, R-7.5 MIN.

EXTEND TO FOOTING. (TYP.)

BRICK VENEER

REINFORCED CONC. SLAB ON GRADE

(SEE STRUCTURAL).

CONT 2" POLYISOCYANURATE

INSULATION. MIN R-11.4

GROUT SOLID

BELOW FLASHING

FRP BOARD TO 6'-0"

AFF OVER 5/8"

CEMENTITIOUS BACKER

BOARD

7/8" METAL FURRING

CHANNELS @ 16" O.C.

DAMP-PROOFING APPLIED

TO CMU

PRE ENGINEERED METAL

TRUSSES 4'-0" O.C.

1 1/2" HAT CHANNELS @ 24"

O.C.

ASPHALT SHINGLES WITH FELT PAPER

UNDERLAYMENT ON EXTERIOR GRADE

PLYWOOD SHEATHING

ICE AND WATER SHIELD TO EXTEND

36" FROM FASCIA

1' - 3 1/4"

2" AIR SPACE

METAL DRIP EDGE

DARK BRONZE BREAK METAL

FASCIA OVER 6" (18 GA.) METAL

STUD MOUNTED TO TRUSSES

W/ STRUCTURAL CLIPS

BRICK SOLDIER COURSE

8" CONCRETE MASONRY UNIT

MASONRY VENEER

ANCHORS AT 16" O.C.

EACH DIRECTION

INSTALL 1/2" WIDE PLASTIC

EXPANSION JOINT CAP BEFORE POUR,

AFTER POUR, REMOVE CAP AND

PROVIDE 1/2" SEALANT JOINT FLUSH

WITH SLAB. TYP ENTIRE PERIMETER.

REINFORCED CONCRETE FOOTING

(SEE STRUCTURAL)

STRUCTURAL STEEL TUBE

BALLISTIC RATED

GLAZING ENCASED IN

NEOPRENE GASKET AT

METAL TRIM

METAL TRIM

3' - 0"

ONE WAY TINTED

BALLISTIC GLAZING

REINFORCED CONC.

SLAB. SEE STRUCTURAL

OS

E E

S T R U C T U R A L

BRICK VENEER ON ANTI-

RAM KNEE WALL WITH

BRICK TIES @ 16" O.C.

IN BOTH DIRECTIONS.

MORTAR APPLIED TO

WALL.

PRECAST CONCRETE CAP

CONCRETE

FOOTING. REFER

TO STRUCTURAL.

ANTI-RAM KNEE WALL.

REFER TO STRUCTURAL.

1" 3/8"

1' - 10"

1"

A R C H I T E C T S

SECURITY FORCES

ANTI-TERRORISM OFFICER

COMMUNICATIONS

ENVIRONMENTAL

BIO ENVIRONMENTAL

DESIGNATION

FACILITY MANAGER/USER

FIRE CHIEF

SAFETY

PROJECT ENGINEER

CHIEF ENGINEER

DATE

AIR FORCE RESERVE COMMAND

WESTOVER AIR RESERVE BASE

CHICOPEE, MASSACHUSETTS 01022

BASE CIVIL ENGINEER MISSION SUPPORT COMMANDER INSTALLATION COMMANDER

DATE BASE PROJECT NUMBER FACILLITY NUMBER

DESCRIPTION DRAWN APPROVED

CDA Architects 1122 Lady Street, Ste. 810 Columbia, SC 29201 (P)803 799 6502 (F)803 799 2014 www.cdacolumbia.com

CDA Project #12103 Project Manager: Hunter McKenzie Email: hunter@cdacolumbia.com

CONSTRUCT GATEHOUSE AND REPAIR ROADS AND

SIDEWALKS FOR THE JAMES STREET GATE

DEC 17, 2012

BUILDING SECTIONS AND DETAILS A-302

YTPM 09-0037ABSHEET 44 OF 58

DESIGN:C. DOUGAN

DRAWN:H. MCKENZIE

FINAL SUBMITTAL

1/2" = 1'-0"A-101 A-302

1 GATEHOUSE SECTION

1/2" = 1'-0"A-101 A-302

2 INTERIOR WALL SECTION

3/4" = 1'-0"A-101 A-302

3 WALL SECTION @ WINDOW

3/4" = 1'-0"A-302 A-302

4 EXTERIOR WALL SECTION

3/4" = 1'-0"A-101 A-302

BALLISTIC RATED STOREFRONT AND

GLAZING PLAN AND ELEVATION

1" = 1'-0"A-101 A-302

6 KNEE WALL SECTION

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

0' 4'2'

0' 1' 2'

SCALE: 1" = 1'-0"

0' 1' 2'

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

JESSE CURTIS

DAVIS, JR.

COLUMBIA

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3' - 6 5/8"

TA-2

TA-1

1' - 10"

/4

A-401

TA-5

TA-4

TA-3

7' - 8 1/2"

2' - 0" 3' - 8 1/2" 2' - 0"

A-401

SOLID

SURFACE

COUNTERTOP

SOLID SURFACE SILL

/4

/4

TA-1

TA-2

TOILET ACCESSORY SCHEDULE

KEY NO. DESCRIPTION

MIRROR

TOILET TISSUE DISPENSER (TO BE PROVIDED BY GOVERNMENT)

TA-3 SOAP DISPENSER

TA-4 SANITARY NAPKIN DISPOSAL

TA-5 PAPER TOWEL DISPENSER/ TRASH CAN (TO BE PROVIDED BY

GOVERNMENT - COORDINATE MOUNTING WITH OTHER DISCIPLINES)

/4

2' - 0"3' - 8 1/2"2' - 0"

7' - 8 1/2"

1-WAY TINTED BALLISTIC GLAZING

3/4" MDF

ADJUSTABLE

SHELVING - PL-1

OPEN KNEE SPACE WITH

FRP PANELS BEYOND

3/4" MDF ADJUSTABLE

SHELVING -PL-1

TOE KICK TOE KICK

SOLID SURFACE

COUNTERTOP

PLASTIC

LAMINATE

PLASTIC

LAMINATE

SOLID SURFACE COUNTER

SOLID SURFACE SILL

FRP PANELS

/2

GYPSUM BOARD

6'6' - 0" AFF

A R C H I T E C T S

SECURITY FORCES

ANTI-TERRORISM OFFICER

COMMUNICATIONS

ENVIRONMENTAL

BIO ENVIRONMENTAL

DESIGNATION

FACILITY MANAGER/USER

FIRE CHIEF

SAFETY

PROJECT ENGINEER

CHIEF ENGINEER

DATE

AIR FORCE RESERVE COMMAND

WESTOVER AIR RESERVE BASE

CHICOPEE, MASSACHUSETTS 01022

BASE CIVIL ENGINEER MISSION SUPPORT COMMANDER INSTALLATION COMMANDER

DATE BASE PROJECT NUMBER FACILLITY NUMBER

DESCRIPTION DRAWN APPROVED

CDA Architects 1122 Lady Street, Ste. 810 Columbia, SC 29201 (P)803 799 6502 (F)803 799 2014 www.cdacolumbia.com

CDA Project #12103 Project Manager: Hunter McKenzie Email: hunter@cdacolumbia.com

CONSTRUCT GATEHOUSE AND REPAIR ROADS AND

SIDEWALKS FOR THE JAMES STREET GATE

DEC 17, 2012

INTERIOR ELEVATIONS AND DETAILS A-401

YTPM 09-0037ABSHEET 45 OF 58

DESIGN:C. DOUGAN

DRAWN:H. MCKENZIE

FINAL SUBMITTAL

3/4" = 1'-0"A-101 A-401

1 ENLARGED TOILET PLAN

3/4" = 1'-0"A-101 A-401

4 ENLARGED COUNTER/ CABINET PLAN

3/4" = 1'-0"A-401

2 TOILET ELEVATION

3/4" = 1'-0"A-401

3 TOILET ELEVATION 2

INSTANTANEOUS WATER

HEATER.

SEE PLUMBING

DRAWINGS.

3/4" = 1'-0"A-401

5 TOILET ELEVATION 3

3/4" = 1'-0"A-401

7 CASEWORK ELEVATION

NOTE: ALL

CASEWORK TO

BE COVERED IN

PLASTIC

LAMINATE

NOTE: EXTERIOR BALLISTIC GLAZING

NOT SHOWN FOR CLARITY

0' 1' 2'

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

JESSE CURTIS

DAVIS, JR.

COLUMBIA

UTOSFO

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TYP.

2'x3' LOCKED

METAL ACCESS

HATCH

PERFORATED

SOFFIT PANELS

EQ EQ

2' x 2' ACCESS

HATCH

PREFABRICATED METAL

AWNING WITH

SUPPORTS CENTERED

ON WINDOW

7' - 4"

8'

8'

8' 8'

PAINTED

BENT PLATE

EXHAUST FAN -

SEE MECHANICAL

/4

/2

/2

2 1/2" 5' - 3" 2 1/2"

2" 3' - 0" 2"

A B D

3" 2' - 4" 3"

C

ONE WAY TINTED, INSULATED

BALLISTIC GLAZING

BALLISTIC RATED

INSULATED TEMP.

GLAZING

E

3' - 0"

PLASTIC

CURTAIN STRIP

POCKET

DOOR FRAME

6' - 0"

SLIDING DOOR

TRACK

7" 2' - 0" 7" 7

H1

J1

S1

FRAMING

DARK BRONZE

SLIDING DOOR

STOPS. SEE

SPEC.

S1

SILL DETAIL

S2

SILL DETAIL

/4 (1 /2 M A X

TILING

ALUMINUM

THRESHOLD SET IN

BED OF SEALANT

DOOR DOOR

1"

S1

WINDOW SILL DETAIL

1 1/2"=1'-0" H1

WINDOW HEAD DETAIL

1 1/2"=1'-0"

BRICK VENEER

2 "AIRSPA

CE

J1

JAMB DETAIL

1 1/2"=1'-0"

BRICK VENEER

2" AIRSPACE

BRICK VENEER

METAL FLASHING2" INSULATION

2" INSULATION

BALLISTIC

RATED

ALUMINUM

STOREFRONT

AND GLAZING

SYSTEM

STEEL ANGLE. SEE STRUCTURAL

SOLID SURFACE SILL

FRP PANEL

OVER 5/8"

CEMENTITIOUS

BACKERBOARD

TO 6'-0" AFF

OVER 7/8"

FURRRING

CHANNELS

5/8" GYP

BD.OVER

7/8"

FURRING

CHANNELS 5/8" GYP

BD.OVER 7/8"

FURRING

CHANNELS

LEVEL 5 BALLISTIC RATED

ALUMINUM STOREFRONT

AND GLAZING SYSTEM

THRU WALL FLASHING W/

HEAD JOINT WEE HOLES @

16" O.C. W/ CELLULAR VENT

8" CMU FILLED SOLID

WITH CONCRETE

BALLISTIC RATED

STOREFRONT AND GLAZING

PRECAST CONCRETE SILL

H2

HEAD DETAIL

1 1/2"=1'-0"

BRICK VENEER

SEALANT BOTH

SIDES

HOLLOW METAL

FRAME -4" HEAD

ONLY

H1

HEAD DETAIL

1 1/2"=1'-0"

SEALANT BOTH

SIDES

J1

JAMB DETAIL

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

HOLLOW METAL

FRAME

FACE BRICK VENEER

(SEE EXTERIOR BUILDING

ELEVATIONS FOR MORE

INFORMATION)

/4

POCKET DOOR

TRACK HARDWARE.

(SEE SPEC)

H3

HEAD DETAIL

1 1/2"=1'-0"

J2

JAMB DETAIL

1 1/2"=1'-0"

SEALANT BOTH SIDES

J3

JAMB DETAIL

1 1/2"=1'-0"

DOOR

WEATHERSTRIPPING

1/4" BENT

PLATE

2" LONG LEG

ON BENT

PLATE

/8

/8

5/8" GYP BD.

/8

/8

/4

SEALANT BOTH

SIDES

POCKET DOOR FRAMING

POCKET DOOR JAMB

SEALANT BOTH SIDES

FRP PANEL TO 6'-0" AFF

CEMENTITIOUS BACKER BOARD

3 5/8" METAL STUD. 16" O.C.

AIRSPACE

INSULATION

FRP PANEL

OVER 5/8"

CEMENTITIOUS

BACKERBOARD

TO 6'-0" AFF

OVER 7/8"

FURRRING

CHANNELS 16"

O.C.

FRP PANEL OVER 5/8"

CEMENTITIOUS BACKERBOARD

TO 6'-0" AFF OVER 7/8"

FURRRING CHANNELS 16" O.C.

5/8" GYP

BD.OVER 7/8"

FURRING

CHANNELS 16"

O.C.

" 4

1' - 3 1/4"

BRICK VENEER OVER

CMU WALL WITH 2" RIGID

INSULATIO AND 2"

AIRSPACE

4" LONG LEG ON

BENT PLATE WITH

WEATHERSTRIPPING

CLEAR, STANDARD

WIDTH, FIRE RESISTANT

HANGING PVC STRIP

DOOR. PROVIDE NYLON

STRING REINFORCEMENT

TO PREVENT

ELONGATION OR

SHRINKAGE OF MATERIAL

TO -40 DEGREES F.

STRUCTURAL STEEL BENT

PLATE SEE STRUCTURAL

DRAWINGS.

STRIP DOOR

ANCHOR TRACK TO

HAVE SNAP-IN-PLACE

MOUNTING FEATURE

FOR EASY

REPLACEMENT

5/8" GYP

BD.OVER 7/8"

FURRING

CHANNELS 16"

O.C.

SLIDING DOOR

TRACK BOLTED TO

CMU WALL

THRU-WALL FLASHING

W/ HEAD JOINT WEEP

HOLES @ 16" O.C. W/

CELLULAR VENT

8" CMU FILLED WITH

CONCRETE

3 5/8" METAL STUD

@ 16" O.C.

LEGEND

PERFORATD METAL

SOFFIT PANEL

4' SURFACE MOUNTED

FLUORESCENT FIXTURE

MECHANICAL GRILLES

EXIT SIGN

GYPSUM BOARD

CEILING

2' X 2' RECESSED

FLUORESCENT FIXTURE

METAL PANEL

CEILING AT CANOPY

2' SURFACE MOUNTED

FLUORESCENT FIXTURE

A R C H I T E C T S

SECURITY FORCES

ANTI-TERRORISM OFFICER

COMMUNICATIONS

ENVIRONMENTAL

BIO ENVIRONMENTAL

DESIGNATION

FACILITY MANAGER/USER

FIRE CHIEF

SAFETY

PROJECT ENGINEER

CHIEF ENGINEER

DATE

AIR FORCE RESERVE COMMAND

WESTOVER AIR RESERVE BASE

CHICOPEE, MASSACHUSETTS 01022

BASE CIVIL ENGINEER MISSION SUPPORT COMMANDER INSTALLATION COMMANDER

DATE BASE PROJECT NUMBER FACILLITY NUMBER

DESCRIPTION DRAWN APPROVED

CDA Architects 1122 Lady Street, Ste. 810 Columbia, SC 29201 (P)803 799 6502 (F)803 799 2014 www.cdacolumbia.com

CDA Project #12103 Project Manager: Hunter McKenzie Email: hunter@cdacolumbia.com

CONSTRUCT GATEHOUSE AND REPAIR ROADS AND

SIDEWALKS FOR THE JAMES STREET GATE

DEC 17, 2012

REFLECTED CEILING PLAN A-701

YTPM 09-0037ABSHEET 46 OF 58

DESIGN:C. DOUGAN

DRAWN:H. MCKENZIE

FINAL SUBMITTAL

1/4" = 1'-0"A-701

A1 REFLECTED CEILING PLAN

1/4" = 1'-0"

DOOR AND WINDOW

ELEVATIONS

1 1/2" = 1'-0"A-701

1 DOOR SILL DETAIL

1 1/2" = 1'-0"A-701

2 WINDOW HEAD/ JAMB/ SILL DETAILS

1 1/2" = 1'-0"A-701

3 DOOR HEAD/ JAMB/ SILL DETAILS

DOOR SCHEDULE

NO.

DOOR

DOOR TYPE

FRAME DETAILS

FIRE RATING COMMENTSWIDTH HEIGHT THICKNESS MAT'L TYPE MAT'L HEAD JAMB SILL

1 3' - 2" 7' - 0" 1 5/8" METAL A H1 J3 S1 M.O. 3'-0" X 6'-8"

2 3' - 2" 7' - 0" 1 5/8" METAL A H1 J3 M.O. 3'-0" X 6'-8"

3 2' - 4" 6' - 8" 1 1/2" HM C HM H3 J2 S2 POCKET DOOR

4 3' - 0" 7' - 0" 2" HM B HM BULLET RESISTANT

PERSONNEL DOOR

5 3' - 0" 7' - 0" 2" HM B HM H2 J1 S1 BULLET RESISTANT

PERSONNEL DOOR

6 3' - 0" 7' - 0" PLASTIC E H1 PLASTIC CURTAIN STRIP

7 3' - 0" 7' - 0" PLASTIC E H1 PLASTIC CURTAIN STRIP

0' 2' 4'

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

0' 2'1'

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

JESSE CURTIS

DAVIS, JR.

COLUMBIA

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E

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D

D

3509 Iron Horse Drive, Ladson, SC, 29456

3509 Iron Horse Drive, Ladson, SC, 29456

Project Manager: Chris Hinson

8" 14"

4'