W912BU-17-R-0032_Dwgs-AM0005.pdf

PDF 598 KB Posted

Attached to
W912BU17R0032 WELCH SCHOOL DOVER AIRFORCE BASE ADDENDUM TO AMENDMENT 0001
Solicitation number
W912BU-17-R-0032
Issued by

About this file

Amendment Number 0005 DWGS

View the file

Other files

File Type Posted
17R0032_Amendment_00007.pdf PDF
W912BU-17-R-0032_Specs-AM0005.pdf PDF
W912BU-17-R-0032_Specs-AM0004A.zip ZIP file
W912BU-17-R-0032_Specs-AM0004.zip ZIP file
W912BU-17-R-0032_Dwgs-AM0004.pdf PDF
17R0032_amendment3b.pdf PDF
W912BU-17-R-0032_Dwgs-AM0003.pdf PDF
W912BU-17-R-0032_Specs-AM0003.pdf PDF
Appendix_A-6_WelchDoverReferenceDwgPage25.pdf PDF
17-R-0032_Pre-Proposal_Site_Visit_Attendance_Roster.pdf PDF
W912BU-17-R-0032_Specs-AM0001.pdf PDF
RFI_Example.xls XLS spreadsheet
amendment_0001_SF30_(003).pdf PDF
RFP W912-BU-17-R-0032_Dwgs_Volume-3.pdf PDF
RFP W912-BU-17-R-0032_Dwgs_Volume-2.pdf PDF
RFP W912-BU-17-R-0032_Dwgs_Volume-1.pdf PDF
RFP_W912-BU-17-R-0032_Specs_Volume-2.pdf PDF
RFP_W912-BU-17-R-0032_Specs_Volume-1.pdf PDF
RFP_W912-BU-17-R-0032_Specs_Volume-3.pdf PDF
RFP_W912-BU-17-R-0032_Specs_Volume-4.pdf PDF
RFP_W912-BU-17-R-0032_Specs_Volume-5.pdf PDF
Appendix_A-5_price_breakout_schedule.pdf PDF
Appendix_A-6_WelchDoverReferenceDwgs.pdf PDF
Appendix_A-1_Geotech_Report.pdf PDF
Appendix_A-4_Dover_DE_Hazardous_Materials_Survey_Final.pdf PDF
Appendix_A-2_EPA_Technical_Guidance_for_Reducing_Lead_in_Drinking_Water_In_Schools.pdf PDF
Appendix_A-3_Soil_Gas_Assessment_Report.pdf PDF
Show all 27

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

SINGLE LAYER 5/8" REG. G.W.B. BOTH SIDES

SINGLE LAYER 5/8" REG. G.W.B. ONE SIDE AND

SINGLE LAYER 5/8" IMPACT RESISTANT G.W.B.

UP TO 10'-0" A.F.F. & TOP OUT W/ 5/8" TYPE X

ABOVE 10'-0" A.F.F. ONE SIDE

SINGLE LAYER 5/8" REG. G.W.B. ONE SIDE AND

SINGLE LAYER 5/8" CEMENTITIOUS/ GLASS

MATT BOARD UP TO 10'-0" A.F.F. & TOP OUT W/

5/8" TYPE X ABOVE 10'-0" A.F.F. ONE SIDE W/

CERAMIC TILE

SINGLE LAYER 5/8" IMPACT RESISTANT G.W.B.

ONE SIDE AND SINGLE LAYER 5/8"

CEMENTITIOUS/ GLASS MATT BOARD ONE

SIDE WITH CERAMIC TILE

NO FINISH, NO GWB ONE SIDE AND SINGLE

LAYER 5/8" IMPACT RESISTANT G.W.B. UP TO

10'-0" A.F.F. & TOP OUT W/ 5/8" TYPE X ABOVE

10'-0" A.F.F.

SINGLE LAYER 5/8" CEMENTITIOUS/ GLASS

MATT BOARD UP TO 10'-0" A.F.F. & TOP OUT W/

5/8" TYPE X ABOVE 10'-0" A.F.F. BOTH SIDES W/

CERAMIC TILE

NO FINISH NO GWB ONE SIDE AND SINGLE

LAYER 5/8" CEMENTITIOUS/ GLASS MATT

BOARD UP TO 10'-0" A.F.F. & TOP OUT W/ 5/8"

TYPE X ABOVE 10'-0" A.F.F. ONE SIDE W/

CERAMIC TILE

A#.1

A#.2

A#.3

A#.4

A#.5

PARTITION TYPE A

1. APPLY VENEER PLASTER W/ LEVEL 5 FINISH OVER G.W.B. ASSEMBLIES AT ALL AREAS TO RECEIVE GRAPHIC OR DIGITAL WALL

COVERINGS. SEE FINISH PLANS FOR DESIGNATED LOCATIONS.

2. COORDINATE ALL INTERIOR FINISHES WITH "IN" SERIES SHEETS TO VERIFY EXTENTS OF FINISHES, COLORS AND PREPARATION OF WALL TO RECEIVE FINISH. ALL GROUP AND INDIVIDUAL TOILET ROOMS AND VESTIBULES TO HAVE CERAMIC WALL TILE FROM FLOOR

TO CEILING OVER GLASS MAT OR CEMENTITIOUS BOARD UNLESS OTHERWISE NOTED.

3. DO NOT ALLOW G.W.B. TO TOUCH CONCRETE SLAB. STOP G.W.B. 1/4" BEFORE SLAB AND FILL THE JOINT WITH SEALANT OR REQUIRED ACOUSTIC TREATMENT. USE FIRE RETARDANT SEALANT WHEN PARTITION IS FIRE AND/OR SMOKE RATED.

4. THE GAUGE OF METAL STUDS IS TO BE DETERMINED BY THE MANUFACTURER'S REQUIREMENTS FOR THE INSTALLED LENGTH, U.L.

RATING ASSEMBLIES, STC REQUIRED ASSEMBLIES AND PROJECT CONDITIONS UNLESS OTHERWISE NOTED. STUDS SHALL CONFORM TO ASTM C 645. 25 GAUGE MINIMUM ROLL FORMED, ELECTRO-GALVANIZED OR HOT-DIPPED GALVANIZED STEEL CHANNELS IN REQUIRED WIDTHS, HAVING NOT LESS THAN 1-1/4 INCH WIDE FLANGES, PIERCED WEBS AND SECTION PROPERTIES EQUAL TO OR EXCEEDING U.S. GYPSUM METAL STUDS (24" O.C TYP). IF STUD HEIGHT EXCEEDS MANUFACTURER'S RECOMMENDATIONS FOR INDICATED SIZE, SPACING OR SURFACE MATERIAL, PROVIDE HEAVIER GAUGE STUDS IN CONFORMANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS (WITHIN REQUIREMENTS OF THE REQUIRED STC RATINGS). PROVIDE 20 GAUGE STUDS AT PARTITIONS RECEIVING TILE FINISH. PROVIDE DOUBLE STUDS, 20 GAUGE EACH, AT EACH SIDE OF DOOR OPENINGS, AND AT EACH SIDE OF PARTITION OPENINGS EXCEEDING 32 INCHES IN WIDTH. SCREW FASTEN STUDS TOGETHER WITH 6 INCH LONG PIECES OF CHANNEL RUNNERS AT 1/4 POINTS OF FLOOR TO CEILING HEIGHT. FOUR (4) SCREWS MINIMUM. SEE SPECIFICATIONS.

5. ALL DRAWINGS ON THIS SHEET ARE NOT TO SCALE.

6. MASONRY / CONCRETE WALL AREAS LEFT EXPOSED SHALL BE PRIMED (BLOCK FILLED) AND PAINTED.

7. MASONRY WALLS IN EXPOSED OCCUPIED SPACES TO BE PROVIDED W/SAND FINISH BLOCK (BLOCK FILLER AND PAINTED). ALL EXPOSED G.W.B. SHALL BE PAINTED UNLESS OTHERWISE NOTED OR FINISHED WITH OTHER MATERIAL. SEE FINISH SCHEDULE.

8. REFER TO I.D. (INTERIOR DESIGN) AND L.S. (LIFE SAFETY) DRAWINGS TO IDENTIFY WHICH SIDE OF A PARTITION TO PLACE THE

REQUIRED FINISH.

9. FLOOR, CEILING AND STRUCTURE DELINEATED IN THE PARTITION WALL GRAPHIC SECTIONS ARE DIAGRAMMATIC AND DO NOT

REFLECT ACTUAL CONSTRUCTION.

10. AT CIRCULATION, SERVICE AND COMMON AREAS (OR OTHERWISE NOTED) SHALL HAVE IMPACT RESISTANT WALL BOARD TO 4'-0"

A.F.F. UNLESS NOTED OTHERWISE.

11. ALL INTERIOR EGRESS STAIRS TO HAVE 3/4" SMOOTH STUCCO (PAINT FINISH) OVER CMU/CONCRETE AT INTERIOR FACE.

12. ALL GYPSUM WALL BOARD MATERIAL IS TO BE TYPE 'X' AND 5/8" THICKNESS U.O.N.

13. ALL CORRIDOR PARTITIONS, SMOKE-STOP PARTITIONS, HORIZONTAL EXIT PARTITIONS, EXIST ENCLOSURES, AND FIRE RATED WALLS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING ABOVE ANY DECORATIVE CEILING AND/OR CONCEALED SPACE WITH LETTERS A MINIMUM OF TWELVE (12") HIGH ON CONTRASTING BACKGROUND SPACED A MINIMUM OF ONE PER WALL OR BARRIER. THE TYPE OR HOURLY RATING SHALL BE INCLUDED AT ALL SIGN CONDITIONS. SUGGESTED WORDING: "(RATING TYPE AND HOUR) RATED BARRIER - PROTECT ALL OPENINGS". PROVIDE DESIGNATION AT 20'-0" O.C. MIN. CONTRACTOR TO COORDINATE WITH BUILDING INSPECTOR TO CONFIRM TYPE, LANGUAGE, SIZE AND LOCATION OF ALL DESIGNATIONS.

14. ALL VERTICAL PIPING EXPOSED IN ROOMS SHALL BE FURRED WITH SAME MATERIAL AS ADJACENT WALLS, WITH EXCEPTIONS FOR

MECHANICAL, ELECTRICAL AND DATA/TELEPHONE ROOMS UNLESS OTHERWISE DESIGNATED.

15. FIRE RATED GYPSUM WALL BOARD SHALL BE USED IN ALL FIRE RATED AND SMOKE BARRIER AND SMOKE PARTITIONS, INCLUSIVE OF MOISTURE AND IMPACT RESISTANT PANELS. REFER TO LIFE SAFETY PLANS FOR SPECIFIC PARTITION RATING LOCATIONS. FOR ALL U.L. DESIGN DESIGNATIONS, REFER TO FIRE RESISTANCE DIRECTORY - UNDERWRITER'S LABORATORY - LATEST EDITION. PROVIDE PROPOSED TESTED ASSEMBLY DOCUMENTATION WITH SHOP DRAWINGS AND PRODUCT SUBMISSIONS.

16. ALL OPENINGS IN RATED PARTITIONS SHALL MAINTAIN THE RATING PROTECTIVE FIRE RATING INDICATED BY CODE.

17. CERAMIC TILE OVER CEMENTITIOUS WALL BOARD TO BE PROVIDED AT ALL GROUP AND INDIVIDUAL TOILET ROOMS, WATER FOUNTAINS, JANITOR SINKS, SHOWERS OR OTHER DESIGNATED WET AREAS. CEMENTITIOUS / GLASS MAT WALL BOARD TO BE PROVIDED IN LIEU OF REGULAR GYPSUM WALL BOARD AT ALL SINK AREAS (IN OCCUPIED AND CUSTODIAL SPACES) TO A DISTANCE

NOT LESS THAN 24" FROM EDGE OF SINK AT ALL BACKSPLASH AREAS.

18. CERAMIC TILE FINISH SHALL EXTEND TO 6" ABOVE CEILING (UNLESS PROVIDED HARD CEILING). ALL ACOUSTIC AND RATED WALLS

SHALL BE TAPED AND FINISHED ABOVE CEILING.

19. PROVIDE RIGID THERMAL INSULATION AT EXTERIOR FACE OF ALL EXTERIOR WALLS AND AT ALL WALLS BETWEEN CONDITIONED AND UNCONDITIONED SPACES. AT INTERIOR LOCATIONS, WALL INSULATION MAY NOT BE LEFT EXPOSED AND SHALL BE CLOSED WITH

GYPSUM BOARD ASSEMBLY TO UNDERSIDE OF STRUCTURAL DECK.

20. ALL EXTERIOR AND INTERIOR BEARING AND NONBEARING EXTERIOR WALLS SHALL BE PROTECTED IN ACCORDANCE WITH THE

APPLICABLE CODE.

21. STC RATED ASSEMBLIES TO BE PROVIDED WITH PRODUCT SUBMISSION FOR PARTITION MATERIALS IN ACCORDANCE WITH

MANUFACTURER'S RECOMMENDATIONS AND A.N.S.I. REQUIREMENTS.

22. WHERE THICKNESS VARIES BETWEEN TWO PARTITIONS IN AN UNINTERRUPTED CONTINUOUS WALL PLANE - OFFSET STUDS AND

ALIGN FACE OF FINAL FINISH.

23. ALL METAL FRAMING AND GYPSUM BOARD ENCLOSURES OF STEEL COLUMNS TO BE MINIMIZED. WALL BOARD TO BE AS TIGHT AS

POSSIBLE TO COLUMN U.O.N. WITH SPECIFIC DIMENSIONS OR NOTES.

24. IN THE AREAS THAT ARE TO RECEIVE GRAPHIC WALLPAPER, WALLS WILL BE SHEETROCK PREPARED TO A LEVEL 5 FINISH, PRIMED

AND PAINTED BEFORE INSTALLATION. COORDINATE WITH FINISH PLANS FOR ALL REVEALS.

25. REFER TO STC PLANS FOR ACOUSTIC RATING REQUIREMENTS.

26. COORDINATE WITH INTERIOR DESIGN DRAWINGS FOR ADDITIONAL WALL BOARD AND REVEAL AT CERTAIN LOCATIONS. FIRE

RATINGS AND STC ASSEMBLIES ARE TO REMAIN INTACT.

WALL PARTITION NOTES

UNDERSIDE OF

STRUCTURE

CONTINUOUS

SEALANT

BRACING AS REQ'D

CONTINUE BOARD TO

HEIGHT INDICATED BY

PARTITIONS

CONTINUOUS SEALANT

METAL STUD (REFER TO

PARTITION SIZE LEGEND)

GLASS FIBER

ACOUSTIC INSULATION

5/8" G.W.B.

LINE OF FINISH

LINE OF FINISHED

CEILING

UNDERSIDE OF

STRUCTURE

CONTINUOUS

SEALANT

BRACING AS REQ'D

CONTINUOUS SEALANT

3 5/8" METAL STUDS

GLASS FIBER

INSULATION

5/8" G.W.B.

LINE OF FINISH

LINE OF FINISHED

CEILING

RATING UL DESIGN# STC NOTES

A#.0

PARTITION TYPE B

RATING UL DESIGN# STC NOTES

PARTITION TYPE C

MATERIAL TYPE

PARTITION TYPE J

UNDERSIDE OF

STRUCTURE

CONTINUOUS

SEALANT

BRACING AS REQ'D

CONTINUE BOARD TO

HEIGHT INDICATED BY

PARTITIONS

CONTINUOUS SEALANT

GLASS FIBER

ACOUSTIC INSULATION

2 LAYERS OF 5/8"

G.W.B.

LINE OF FINISH

LINE OF FINISHED

CEILING

1 LAYER OF 5/8" G.W.B.

UNDERSIDE OF

STRUCTURE

CONTINUOUS

SEALANT

BRACING AS REQ'D

CONTINUE BOARD TO

HEIGHT INDICATED BY

PARTITIONS

CONTINUOUS SEALANT

GLASS FIBER

ACOUSTIC INSULATION

LINE OF FINISH

LINE OF FINISHED

CEILING

METAL STUD (REFER TO

PARTITION SIZE LEGEND)

SINGLE LAYER 5/8" REG. G.W.B. ONE SIDE

AND TWO LAYERS 5/8" REG. G.W.B. ONE SIDE

SINGLE LAYER 5/8" REG. G.W.B. ONE SIDE

AND ONE LAYER 5/8" IMPACT RESISTANT

WALL BOARD OVER SINGLE LAYER 5/8" REG.

G.W.B. ONE SIDE

SINGLE LAYER 5/8" REG. G.W.B ONE SIDE

AND TWO LAYERS 5/8" CEMENTITIOUS/

GLASS MAT BOARD WITH CERAMIC TILE ONE

SIDE

B#.1

B#.2

B#.0

MATERIAL TYPE

2 LAYERS OF 5/8" G.W.B.

METAL STUD (REFER TO

PARTITION SIZE LEGEND)

C#.1

C#.3

C#.2

C#.4

C#.5

C#.0

MATERIAL TYPE

BRICK FINISH ONE SIDE AND NO FINISH,

NO FURRING (EXPOSED BLOCK) AT

ONE SIDE

BRICK FINISH ONE SIDE AND SINGLE

LAYER 5/8" REG G.W.B. ONE SIDE

BRICK FINISH ONE SIDE AND SINGLE

LAYER 5/8" IMPACT RESISTANT G.W.B.

ONE SIDE

BRICK FINISH ONE SIDE AND SINGLE

LAYER 5/8" CEMENTITIOUS BOARD ONE

SIDE W/ CERAMIC TILE

BRICK FINISH ONE SIDE AND SINGLE

LAYER 3/4" STUCCO (SMOOTH) FINISH

AT ONE SIDE

BRICK FINISH ON BOTH SIDES

BRICK FINISH ON EXTERIOR SIDE OF

EXISTING CMU WALL

UNDERSIDE OF

STRUCTURE

CONTINUOUS ACOUSTICAL

SEALANT AT TOP AND

BOTTOM

C.M.U. (SEE STRUCTURAL)

LINE OF FINISHED

CEILING

3" RIGID THERMAL

INSULATION

GROUT SOLID TO UNDERSIDE

OF STRUCTURE

CONTINUOUS RESILIENT

SWAY BRACE @ 48" O.C.

HORIZONTALLY

1-1/2" MIN. AIR SPACE

2 1/2" METAL STUD

1/2" AIR SPACE

PARTITION TYPE F

F#.0

F#.1

F#.2

F#.3

EXTERIOR VENEER BRICK FINISH

MATERIAL TYPE

J#.1

J#.2

J#.3

J#.0

MATERIAL TYPE

WATERPROOFING/

DAMPPROOFING MEMBRANE

UNDERSIDE OF

STRUCTURE

CONTINUOUS ACOUSTICAL

SEALANT AT TOP AND

BOTTOM

8" C.M.U.

LINE OF FINISHED

CEILING

RIGID INSULATION

GROUT SOLID TO UNDERSIDE

OF STRUCTURE

METAL CLIP ANCHORED TO

WALL

2 1/2" METAL STUD

1/2" AIR SPACE

METAL WALL SYSTEM

MATERIAL TYPE

WATERPROOFING/

DAMPPROOFING MEMBRANE

PARTITION TYPE G

A#.6

WALL TYPE

# = STUD / FRAMING SIZE

WALL MATERIAL

ONE (1) DASHED RING =

1HR RATING

TWO (2) DASHED RINGS =

2HR RATING

FIRE RATING RINGS

WALL TAG LEGENDPARTITION TYPE HE

SINGLE LAYER 5/8" REG. G.W.B. BOTH SIDES

SINGLE 5/8" REG. G.W.B. ONE SIDE AND

SINGLE LAYER 5/8" IMPACT RESISTANT

G.W.B. UP TO 10'-0" A.F.F. & TOP OUT W/ 5/8"

TYPE X ABOVE 10'-0" A.F.F. ONE SIDE

SINGLE LAYER 5/8" REG. G.W.B. ONE SIDE

AND SINGLE LAYER 5/8" CEMENTITIOUS/

GLASS MATT BOARD ONE SIDE W/ CERAMIC

TILE

SINGLE LAYER 5/8" IMPACT RESISTANT

G.W.B. ONE SIDE AND SINGLE LAYER 5/8"

CEMENTITIOUS/ GLASS MATT BOARD ONE

SIDE WITH CERAMIC TILE

SINGLE LAYER 5/8" IMPACT RESISTANT

G.W.B. BOTH SIDES

SINGLE LAYER 5/8" CEMENTITIOUS/ GLASS

MATT BOARD UP TO 10'-0" A.F.F. & TOP OUT

W/ 5/8" TYPE X ABOVE 10'-0" A.F.F. BOTH

SIDES W/ CERAMIC TILE

J#.4 J#.5

TWO LAYERS 5/8" REG. G.W.B. BOTH SIDES

TWO LAYERS 5/8" REG. G.W.B. ONE SIDE AND

SINGLE LAYER 5/8" IMPACT RESISTANT

G.W.B. OVER SINGLE LAYER REG. G.W.B. ONE

SIDE

TWO LAYERS 5/8" REG. G.W.B. ONE SIDE AND

TWO LAYERS 5/8" CEMENTITIOUS/ GLASS

MATT BOARD UP TO 10'-0" A.F.F. & TOP OUT

W/ 5/8" TYPE X ABOVE 10'-0" A.F.F. ONE SIDE

W/ CERAMIC TILE

SINGLE LAYER 5/8" IMPACT RESISTANT

G.W.B. OVER SINGLE LAYER REG. G.W.B.

OVER ONE SIDE AND TWO LAYERS 5/8"

CEMENTITIOUS/ GLASS MATT BOARD ONE

SIDE WITH CERAMIC TILE

SINGLE LAYER 5/8" IMPACT RESISTANT

G.W.B. UP TO 10'-0" A.F.F. & TOP OUT W/ 5/8"

TYPE X ABOVE 10'-0" A.F.F. OVER SINGLE

LAYER REG. G.W.B. BOTH SIDES

TWO LAYERS 5/8" CEMENTITIOUS/ GLASS

MATT BOARD UP TO 10'-0" A.F.F. & TOP OUT

W/ 5/8" TYPE X ABOVE 10'-0" A.F.F. BOTH

SIDES W/ CERAMIC TILE

RATING UL DESIGN# STC

G#.0

G#.1

G#.2

MATERIAL TYPE

METAL PANEL ONE SIDE AND NO FINISH, NO

FURRING (EXPOSED BLOCK) AT ONE SIDE

METAL PANEL ONE SIDE AND ABUSE

RESISTANT G.W.B. UP TO 10'-0" A.F.F. & TOP

OUT W/ 5/8" TYPE X ABOVE 10'-0" A.F.F. ONE

SIDE

METAL PANEL ONE BOTH SIDES

NO FINISH, NO FURRING (EXPOSED BLOCK)

BOTH SIDES

SINGLE LAYER 5/8" REG. G.W.B. BOTH SIDES

SINGLE LAYER 5/8" IMPACT RESISTANT G.W.B.

BOTH SIDES

SINGLE LAYER 5/8" CEMENTITIOUS/ GLASS

MATT BOARD W/ CERAMIC TILE BOTH SIDES

3/4" STUCCO (SMOOTH) FINISH BOTH SIDES

(NO FURRING)

SINGLE LAYER 5/8" REG. G.W.B. AT ONE SIDE

AND SINGLE LAYER 5/8" IMPACT RESISTANT

G.W.B. UP TO 10'-0" A.F.F. & TOP OUT W/ 5/8"

TYPE X ABOVE 10'-0" A.F.F. ONE SIDE

SINGLE LAYER 5/8" REG. G.W.B. AT ONE SIDE

AND SINGLE LAYER 5/8" CEMENTITIOUS/

GLASS MAT BOARD UP TO 10'-0" A.F.F. & TOP

OUT W/ 5/8" TYPE X ABOVE 10'-0" A.F.F. ONE

SIDE W/ CERAMIC TILE

SINGLE LAYER 5/8" REG. G.W.B. UP TO 10'-0"

A.F.F. & TOP OUT W/ 5/8" TYPE X ABOVE 10'-0"

A.F.F. ONE SIDE AND 3/4" STUCCO (SMOOTH)

FINISH ONE SIDE

SINGLE LAYER 5/8" CEMENTITIOUS/ GLASS

MAT BOARD W/ CERAMIC TILE ONE SIDE AND

3/4" STUCCO (SMOOTH) FINISH ONE SIDE

SINGLE LAYER 5/8" REG. G.W.B. ONE SIDE

ONLY

NO FINISH, NO FURRING (EXPOSED BLOCK)

ONE SIDE AND SINGLE LAYER 5/8"

CEMENTITIOUS/ GLASS MAT BOARD W/

CERAMIC TILE ONE SIDE

H#.0 H#.1 H#.2 H#.3

UNDERSIDE OF

STRUCTURE

CONTINUOUS ACOUSTICAL

SEALANT AT TOP AND

BOTTOM

C.M.U. / CONC. WALL

(SEE STRUCTURAL DWGS.)

LINE OF FINISHED

CEILING

GROUT SOLID TO UNDERSIDE

OF STRUCTURE

CONTINUOUS RESILIENT

SWAY BRACE @ 48" O.C.

HORIZONTALLY

2 1/2" METAL STUD

1/2" AIR SPACE

F#.4

PARTITION TYPE H

H#.4 H#.5

H#.6

H#.7

WALL BOARD AND

FRAMING (TYPICAL OF

SECTION DEPICTED WHEN

NOTED FOR EACH SIDE)

GROUT FILL SOLID WHERE

STC 60 IS REQUIRED

H#.8

RATING UL DESIGN# STC NOTES

RATING UL DESIGN# STC NOTES

RATING UL DESIGN# STC NOTES

WALLBOARD FINISH

H#.9

2 1/2"

METAL

STUD

3 5/8"

METAL

STUD

6"

METAL

STUD

FRAMING SIZE (# =STUD)

WALL PRIORITY LEGEND

RATING UL DESIGN# STC NOTES RATING UL DESIGN# STC

5560 60

FINISH SYSTEM

HIGHEST PRIORITYLOWEST

PRIORITY

ALIGN FINISHES

CONSTRUCTION PRIORITY

TWO HOUR FIRE AND SMOKE WALL

TWO HOUR FIRE WALL

TWO HOUR SHAFT WALL

ONE HOUR FIRE AND SMOKE WALL

ONE HOUR FIRE WALL

NON-RATED WALL

1 HIGHEST

H#.10

F#.5 F#.6

REFER TO STC PLANS FOR ACOUSTIC

RATING REQUIREMENTS

1HR U419 1HR U415 1HR U411 1HR U905

1HR U 1HR U 1HR U

U

2HR U905

U905

2HR U905

U905

2HR U905

U905

2HR U905

A#.6

UNDERSIDE OF

STRUCTURE

CONTINUOUS ACOUSTICAL

SEALANT AT TOP AND

BOTTOM

C.M.U. / CONC. WALL

(SEE STRUCTURAL DWGS.)

LINE OF FINISHED

CEILING

GROUT SOLID TO UNDERSIDE

OF STRUCTURE

8" METAL STUD

2" AIR SPACE

GROUT FILL SOLID WHERE

STC 60 IS REQUIRED

RATING UL DESIGN# STC

601HR U905

2HR U905

2"

CONTINUOUS RESILIENT

CHANNELS @ 24" O.C.

HORIZONTALLY

EXPANSION JOINT

SINGLE LAYER 5/8" REG. G.W.B. BOTH SIDES

SINGLE LAYER 5/8" CEMENTITIOUS/ GLASS

MAT BOARD W/ CERAMIC TILE ONE SIDE AND

SINGLE LAYER 5/8" REG. G.W.B ONE SIDE

HE#.0

HE#.1

8"

METAL

STUD

GC2.0 METAL PANEL ONE SIDE AND NO FINISH, NO

FURRING (EXPOSED BLOCK) AT ONE SIDE

MATERIAL TYPE

UNDERSIDE OF

STRUCTURE

RIGID INSULATION

METAL CLIP ANCHORED TO

WALL

METAL WALL SYSTEM

WATERPROOFING/

DAMPPROOFING MEMBRANE

PARTITION TYPE GC PARTITION TYPE K

SINGLE LAYER 5/8" IMPACT RESISTANT

G.W.B. ONE SIDE AND SINGLE LAYER 5/8"

CEMENTITIOUS/ GLASS MATT BOARD ONE

SIDE WITH CERAMIC TILE

K#.1

CONTINUOUS SEALANT

METAL STUD (REFER TO

PARTITION SIZE LEGEND)

GLASS FIBER

ACOUSTIC INSULATION

5/8" WATER RESISTANT

G.W.B.

3'- 6"

3/4" PLYWOOD COUNTERTOP

W/ P. LAM. FINISH. REFER

TO FINISH SCHEDULE FOR

ADDITIONAL INFORMATION

PLYWOOD BULLNOSE

WITH LAM. FINISH

RATING UL DESIGN# STC

U

CONTINUOUS RESILIENT

SWAY BRACE @ 48" O.C.

HORIZONTALLY

SHEET ID

D R

AW

N

B Y:

D

ES

IG

N

B Y:

SU

B M

IT

TE

D B

Y:

SI

ZE

IS

SU

E D

AT

E :

C O

N

TR

AC

T

N O

SO

L I

C

IT

AT

IO

N N

O

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

C H

E C

KE

D B

Y:

US Army Corps of Engineers ®

D

C

B

A

AN

SI

D

E

F

G

2 3 4 5 6 7 8 9 10

M . E

H R

LI

N

G

T.

L

O

KA

SH

M . G

AR

C

IA

M . M cG U

IN

N

READY TO ADVERTISE SUBMITTAL

FI

LE

N

AM

E:

C:\Diana BIM\1542_Dover\1542_WEDM_ARCH CENTRAL_V15_DdC.rvt

3/7/2018 9:05:42 AM

JU

N

E

W

2B U

-1 7-

R -0

AE001

W

AL

L

P A R

TI

TI

O N

T

YP

E

LE

G

EN

D

P H

IL

AD

E

LP

H

IA

D

IS

TR

IC

T

1 0

PE

N

N S

Q U

A R E

EA

ST

P H

IL

AD

E

LP

H

IA

, P

A

D ov er A ir Fo rc e

Ba se

, D ov er , D e l aw ar e

W el ch E le m en ta ry S ch o o l / D ov e r

A ir

Ba s e

M id dl e

Sc ho ol

FY

R ep la ce m en t R ea dy to A dv er tis e

Su bm itt al

W

ES

D

AB

M S-

AE

1.

dw g M

AR

K

D

ES

C R

IP

TI

O N

D

AT

E a

P

AR

TI

TI

O N

T

YP

E

FI

N

IS

H R

EV

IS

ED

7M

AR

a

1 0 1 5 2 0 2 5 3 0 3 5 4 0 4 5 5 00 5 4 5 4 0 3 5 3 0 2 5 2 0 1 5 1 0 0 5

0 5 1 0 1 5 2 0 2 5 3 0 3 5 4 0 4 5 0 55 0 4 5 4 0 3 5 3 0 2 5 2 0 1 5 1 0

AS503

A8

E8

AS501

AE550

A4

BOLLARD (WITH DECORATIVE

PREFINISHED METAL SLIP COVER) AT

PROTECTION OF ACCESSIBLE CURB RAMP

TRUNCATED DOME PAVER IN

CONTRASTING COLOR SET FLUSH

IN CONCRETE SIDEWALK (ANSI)

CONCRETE SIDEWALK AND RAMP

FOR ACCESSIBLE DROP OFF AREA

(SEE CIVIL DWGS.)

DROP-OFF

CANOPY

AS501

E8

NEW PRE-ENGINEERED

ALUMINUM WALKWAY CANOPY

SYSTEM WITH LIGHTS MOUNTED

ON COLUMNS AT PARENT DROP

OFF (SEE ELECT. DWGS)

NEW FLAG POLE

NEW CONCRETE

SIDEWALK (SEE CIVIL

DRAWINGS)

DECORATIVE BOLLARD (WITH SLIP

COVER) AT PROTECTION OF

ACCESSIBLE CURB RAMP

TRUNCATED DOME PAVER IN

CONTRASTING COLOR SET FLUSH

IN CONCRETE SIDEWALK (ANSI)

8" NON-MOUNTABLE CURB AT

FULL LENGTH (U.O.N)

PARENT DROP-OFF DRIVE

(SEE CIVIL DWGS)

PARENT

DROP-OFF

DRIVE

LANDSCAPE AREA

(SEE LANDSCAPE DWGS)

LANDSCAPE AREA

(SEE LANDSCAPE DWGS)

LANDSCAPE AREA

(SEE LANDSCAPE DWGS)

LANDSCAPE AREA

(SEE LANDSCAPE DWGS)

LANDSCAPE AREA

(SEE LANDSCAPE DWGS)

AS405

A4

CONCRETE WALK AREA W/

SCORED TO RESEMBLE WOOD

PLANKING. FINISH TO BE APPLIED .

BASIS OF DESIGN: SCOFIELD)

OWNER TO SELECT COLOR FROM

FULL RANGE.

AS502

A5

MANUAL LIFT ARM GATE WITH

LOCKING MECHANISM. PROVIDE

KNOX BOX AT SIDE POST MOUNT.

(BASIS OF DESIGN: BARRIER GATE

ARM MODEL SL-LB 30'-0" AND

SUPPORT PODIUM)

DRY RETENTION AREA

(SEE LANDSCAPE AND

CIVIL DWGS)

CONCRETE SIDEWALK

(SEE CIVIL DWGS)

8" NON-MOUNTABLE CONCRETE

CURB AT FULL AREA

(SEE CIVIL DWGS)

BIKE

RACK

E8

AE433

TY

P.6'-

0"

'-0

TYP.

6'-0"

TYP.

6'-0"

TY

P.

6'- 0"

38'-3 1/2" 17'-3 1/4" 17'-2 1/2" 14'-6 3/4" 46' -2

1/2

49'-1 1/2"

'-1

3/ 4"

8" 9'-

4" 8"

9'-

129.68°

TYP.

6'-0".

REPLACEMENT NATURAL

TURF FIELD

(SEE CIVIL AND

LANDSCAPE DWGS.)

REPLACEMENT GRAVEL/CLAY

TRACK WITH RUBBERIZED EDGE

BANDS (SEE LANDSCAPE DWGS)

NEW

ALUMINUM

BLEACHERS

LANDSCAPE AREA

(SEE LANDSCAPE

DWGS)

LANDSCAPE AREA

(SEE LANDSCAPE

DWGS)

AE553

C8

AS506

A7

AS405

E8 Sim

'H-STYLE' 24' WIDE COMBINATION

FOOTBALL / SOCCER GOAL POST

(BASIS OF DESIGN: PORTER ATHLETIC

MODEL 00274-000 - WITH MODEL 00469-

206 UPRIGHT PADS AT EACH POST)

(FOUNDATION DESIGN BY SPECIALTY

ENGINEER) TYPICAL OF 2 LOCATIONS

REPLACEMENT ALUM. ELEVATED (30")

BLEACHER SYSTEM TO ACCOMMODATE

300 SEATS (FULL DESIGN AND

STRUCTURE TO BE PROVIDED BY

SPECIALTY ENGINEER)

ACCESSIBLE RAMP (MIN. 1)

VIEWING PLATFORM

CONCRETE SIDEWALK

(SEE CIVIL DWGS.)

BIKE RACK (SEE DETAIL)

WITH CONC. PAD BASE (SEE CIVIL DWGS.)

DASHED LINE SHOWN FOR REFERENCE

ONLY OF REQUIRED SAFETY ZONE

SHEET ID

D R

AW

N

B Y:

D

ES

IG

N

B Y:

SU

B M

IT

TE

D B

Y:

SI

ZE

IS

SU

E D

AT

E :

C O

N

TR

AC

T

N O

SO

L I

C

IT

AT

IO

N N

O

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

C H

E C

KE

D B

Y:

US Army Corps of Engineers ®

D

C

B

A

AN

SI

D

E

F

G

2 3 4 5 6 7 8 9 10

M . E

H R

LI

N

G

T.

L

O

KA

SH

M . G

AR

C

IA

M . M cG U

IN

N

READY TO ADVERTISE SUBMITTAL

FI

LE

N

AM

E:

C:\Diana BIM\1542_Dover\1542_WEDM_ARCH CENTRAL_V15_DdC.rvt

3/7/2018 9:05:54 AM

JU

N

E

W

2B U

-1 7-

R -0

AS401

EN

LA

R G

ED

S

IT

E

PL

A N

P H

IL

AD

E

LP

H

IA

D

IS

TR

IC

T

1 0

PE

N

N S

Q U

A R E

EA

ST

P H

IL

AD

E

LP

H

IA

, P

A

D ov er A ir Fo rc e

Ba se

, D ov er , D e l aw ar e

W el ch E le m en ta ry S ch o o l / D ov e r

A ir

Ba s e

M id dl e

Sc ho ol

FY

R ep la ce m en t R ea dy to A dv er tis e

Su bm itt al

W

ES

D

AB

M S-

AS

1.

dw g

1/16" = 1'-0"AS401

D7

ENLARGED ENTRANCE DROP-OFF CANOPY AND

ACCESIBLE DROP-OFF CURB RAMP

1" = 30'-0"AS401

A7 ENLARGED TRACK PLAN

08 16 3241216

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

0 15'-0" 30'-0" 60'-0"

PLAN NORTH

PLAN NORTH

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E a B

LE

AC

H

ER

S

EA

T N

U M

B

ER

C

LA

R

IF

IC

AT

IO

N

7M

AR

CT2

PT1

CT2

CT4

CT3

CT2

T1

CT2

CT4

CT3

TA-4B

TA-1B

CT2

PT1

TA-3C

CT2

CT4

CT3

TA-3C

TA-4B

PT1

CT2

CT2

CT4

CT3

TA-1E

TA-4E

TA-3A

CT2

PT1

CT2

CT4

CT3

CT2

PT1

TA-1E

TA-3A

CT2

CT4

CT3

CT2

TA-2B

CT2

PT1

CT4

CT3

CT2

PT1

TA-2B

CT2

CT4

CT3

ACCESSORIES CAN APPEAR ON FLOOR PLANS OR INTERIOR

ELEVATIONS.

FIXTURE LEGEND

SYMBOLS

ACCESSORY TAG

A.

KEY NOTES

N0.1 SCHLUTER CORNER TRIM AT AREAS INDICATED ON PLAN,

REFER TO DETAIL C8/IN500

1i

FIXTURE GENERAL NOTES

PAPER TOWEL DISPENSER

TA-1A

TA-1B

TA-1C

TA-1D

1A-1E

TYPE NOTESMOUNTING HEIGHT

27" A.F.F.

31" A.F.F.

36" A.F.F.

40" A.F.F.

39" A.F.F.

TO DISPENSING POINT

TOILET PAPER DISPENSER

TA-2A

TA-2B

TA-2C

TA-2D

TA-2E

26" A.F.F.

27" A.F.F.

28" A.F.F.

29" A.F.F.

19" A.F.F.

MAX 3'-0" FROM TOILET

WALL

MOUNTING HEIGHT

INDICATED TO

CENTERLINE

TA-1

TYPE NOTESMOUNTING HEIGHT

TYPE NOTESMOUNTING HEIGHT

TYPE NOTESMOUNTING HEIGHT

TYPE NOTESMOUNTING HEIGHT

TYPE NOTESMOUNTING HEIGHT

TYPE NOTESMOUNTING HEIGHT

TYPE NOTESMOUNTING HEIGHT

TYPE NOTESMOUNTING HEIGHT

MIRROR

TA-3A

TA-3B

TA-3C

TA-3D

TA-3E

35" A.F.F.

38" A.F.F.

XX" A.F.F.

48" A.F.F.

40" A.F.F.

MOUNTING HEGHT TO

LOWER EDGE

TA-2

TA-3

TA-4

TA-5

TA-6

TA-7

TA-9

SOAP DISPENSER

TA-4A

TA-4B

TA-4C

TA-4D

TA-4E

27" A.F.F.

31" A.F.F.

36" A.F.F.

40" A.F.F.

42" A.F.F.

MOUNTING HEGHT TO

CENTERLINE

URINAL

TA-5A

TA-5B

TA-5C

12" A.F.F.

16" A.F.F.

17" A.F.F.

MOUNTING HEGHT TO RIM

WATER CLOSET

TRASH RECEPTACLE

SANITARY NAPKIN

SEAT COVER DISPENSER

TA-7A 36" A.F.F. TO TOP EDGE

TA-6A

TA-6B

TA-6C

TA-6D

TA-6E

10" A.F.F.

STND.

MANUFACTURER

HEIGHT

17"

MOUNTING HEGHT TO SEAT

TA-8A 30" A.F.F. TO TOP EDGE

TA-9A 40" A.F.F. TO DISPENSING POINT

TYPE NOTESMOUNTING HEIGHTTA-10

LAVATORY AND SINK

TA-10A 35" A.F.F.

BASIS OF DESIGN

TA-1

TA-2

TA-3

TA-4

TA-5

TA-6

TA-7

TA-8

TA-9

TA-10

TA-11

GOVERNMENT FURNISHED/CONTRACTOR INSTALLED

BOBRICK SURFACE MOUNT MULTIROLL- B-2888

GOVERNMENT FURNISHED/CONTRACTOR INSTALLED

BOBRICK STAINLESS STEEL ANLE FRAME- B-290

SIZE:

GOVERNMENT FURNISHED/CONTRACTOR INSTALLED

N/A REFER TO PLUMBING DRAWINGS

N/A REFER TO PLUMBING DRAWINGS

BOBRICK RECESSED WASTE RECEPTACLE- B-3644

BOBRICK SURFACE MOUNTED- B-254

BOBRICK CLASSIC SERIES SURFACE MOUNT- B-221

BOBRICK SOLID PHENOLOIC FOLDING SEAT- B-5181

BOBRICK HORIZONTAL BABY CHANGING STATION,

SURFACE MOUNTED - KB110-SSWM

NOTES

MOUNTING HEIGHTTA-11

BABY CHANGING STATION

TA-11 26 1/6" A.F.F. TO

BOTTOM

TA-8

TYPE

PT1

CT2

CT3

CT2

CT4

TA-2E

TA-3A

PT1

CT2

CT2

CT4

CT3

PT1

CT2

CT2

CT4

CT3

SHEET ID

D R

AW

N

B Y:

D

ES

IG

N

B Y:

SU

B M

IT

TE

D B

Y:

SI

ZE

IS

SU

E D

AT

E :

C O

N

TR

AC

T

N O

SO

L I

C

IT

AT

IO

N N

O

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

C H

E C

KE

D B

Y:

US Army Corps of Engineers ®

D

C

B

A

AN

SI

D

E

F

G

2 3 4 5 6 7 8 9 10

M . E

H R

LI

N

G

T.

L

O

KA

SH

M . G

AR

C

IA

M . M cG U

IN

N

READY TO ADVERTISE SUBMITTAL

FI

LE

N

AM

E:

C:\Diana BIM\1542_Dover\1542_WEDM_INTR CENTRAL_V15_DdC.rvt

3/7/2018 9:10:06 AM

JU

N

E

W

2B U

-1 7-

R -0

IN228

R

ES

TR

O

O M

E

LE

VA

TI

O N

S

P H

IL

AD

E

LP

H

IA

D

IS

TR

IC

T

D ov er A ir Fo rc e

Ba se

, D ov er , D e l aw ar e

W el ch E le m en ta ry S ch o o l / D ov e r

A ir

Ba s e

M id dl e

Sc ho ol

FY

R ep la ce m en t C or re ct ed

F in al D es i g n Su bm itt al

W

ES

D

AB

M

SI

N

8.

dw g

3/8" = 1'-0"IN228

E1

ELEVATION-E.S.

GYM TLT IB24A -

NORTH

3/8" = 1'-0"IN228

E3

ELEVATION -E.S.

GYM TLT IB24A -

EAST

3/8" = 1'-0"IN228

E5

ELEVATION-E.S.

GYM TLT IB24A -

SOUTH

3/8" = 1'-0"IN228

E7

ELEVATION-E.S.

GYM TLT IB24A -

WEST

3/8" = 1'-0"IN228

C1

ELEVATION-E.S.

CHARLTON

STUDIO TLT

1C18 - NORTH

3/8" = 1'-0"IN228

C3

ELEVATION -E.S.

CHARLTON

STUDIO TLT

1C18 - EAST

3/8" = 1'-0"IN228

C5

ELEVATION-E.S.

CHARLTON

STUDIO TLT

1C18 - WEST

3/8" = 1'-0"IN228

C7

ELEVATION-E.S.

CHARLTON

STUDIO TLT

1C18 - SOUTH

3/8" = 1'-0"IN228

A1

ELEVATION-

GYM LOBBY

1F401B- NORTH

3/8" = 1'-0"IN228

A3

ELEVATION-GYM

LOBBY- IF401B

EAST

3/8" = 1'-0"IN228

A5

ELEVATION-GYM

LOBBY-IF401B

SOUTH

3/8" = 1'-0"IN228

A7

ELEVATION-GYM

LOBBY-IF401BWEST

PT1

CT2

CT3

CT2

CT4

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E a

FI

N

IS

H E

S R

EV

IS

ED

7M

AR

IN222F4

D1

D4

B1

IN222 D7-

RECEPTION

1A02

IN222 F1

IN222

F7

9"

7"

2" 3'

- 6

COORDINATE GROMMET

LOCATIONS WITH OWNER

5' - 0"

3' - 0" 5' - 6" 3' - 0" 4' - 10" 10 1/2"

1'

- 8

3'

- 6

3'

- 2

4'

- 8

4'

- 2

2'

- 6

IN222

IN222 A1

B4

INFO

CENTER

1B02

A1

IN714

COORDINATE GROMMIT

LOCATIONS WITH OWNER

2'

- 6

8'

- 2

2' - 6 1/2"

1' - 6" 5' - 6"

160.00°

4" 3' - 0"

A7

3'

- 6

8"

IN223

A7

IN223 C1

INFO

CENTER

1B02

6" 2'

- 9 1/

2" 2'

- 9 1/

2" 2'

- 9 1/

2" 2'

- 9 1/

2" 2'

- 9 1/

2" 2'

- 9 1/

2" 6"

9"

1' - 6"

IN223 C5

TECHNOLOGY

CENTER

(COMPUTER

LAB)

1B11

6" 3'

- 2

3'

- 2

3'

- 2

6"

6"

1' - 6"

IN222

B7

14' - 2 1/2"

MONITOR SCREEN

IN223

A5

IN223

A2

IN223A1

M.S. LIFE

SKILLS

LAB

1A40

SS5

SURFACE COOK TOP

SHEET ID

D R

AW

N

B Y:

D

ES

IG

N

B Y:

SU

B M

IT

TE

D B

Y:

SI

ZE

IS

SU

E D

AT

E :

C O

N

TR

AC

T

N O

SO

L I

C

IT

AT

IO

N N

O

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

C H

E C

KE

D B

Y:

US Army Corps of Engineers ®

D

C

B

A

AN

SI

D

E

F

G

2 3 4 5 6 7 8 9 10

M . E

H R

LI

N

G

T.

L

O

KA

SH

M . G

AR

C

IA

M . M cG U

IN

N

READY TO ADVERTISE SUBMITTAL

FI

LE

N

AM

E:

C:\Diana BIM\1542_Dover\1542_WEDM_INTR CENTRAL_V15_DdC.rvt

3/8/2018 12:52:43 PM

JU

N

E

W

2B U

-1 7-

R -0

IN701

EN

LA

R G

ED

I N

TE

R

IO

R

P

LA

N S

- M

IL

L W O

R K

P H

IL

AD

E

LP

H

IA

D

IS

TR

IC

T

D ov er A ir Fo rc e

Ba se

, D ov er , D e l aw ar e

W el ch E le m en ta ry S ch o o l / D ov e r

A ir

Ba s e

M id dl e

Sc ho ol

FY

R ep la ce m en t C or re ct ed

F in al D es i g n Su bm itt al

W

ES

D

AB

M

SI

N

1.

dw g 1/4" = 1'-0"IN701 E1

ENLARGED MILLWORK PLAN - RECEPTION

1A02

1/4" = 1'-0"IN701

E8

ENLARGED MILLWORK PLAN - CIRC DESK

1B02

1/4" = 1'-0"IN701

A1 ENLARGED MILLWORK PLAN - COUNTER 1B03

1/4" = 1'-0"IN701

A5 ENLARGED MILLWORK PLAN - COUNTER 1B11

1/4" = 1'-0"IN701

C8 ENLARGED MILLWORK PLAN - CHECK-IN 1A02

1/4" = 1'-0"IN701

A8 ENLARGED MILLWORK PLAN - COUNTER 1A40

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E a

FI

N

IS

H E

S R

EV

IS

ED

7M

AR

WESDABMS-AE001-REV A
WESDABMS-AS401-REV A
WESDABMS-IN228-REV A
WESDABMS-IN701-REV A

File details come from the government source that posted it.