W912BU20B0001_Dwgs-AM1.pdf

PDF 5 MB Posted Jun 8, 2020

Attached to: AFMES Warehouse Addition/Alteration, Dover Air Force Base, Delaware Federal contract opportunity
Solicitation number: W912BU20B0001-0001
Issued by: Department of the Army Corps of Engineers Engineering District Philadeplhia

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation package includes drawings and specifications for an addition and alteration project at an Armed Forces Medical Examiner System facility located at Dover Air Force Base in Delaware. The project scope involves renovations to an existing warehouse including new interior finishes, mechanical and electrical systems, furniture, and signage. The solicitation was issued by the U.S. Army Corps of Engineers Philadelphia District and has a bid opening date of June 18, 2020 at 1:00 PM EDT, with bids due on https://safe.apps.mil/ by 11:00 AM EDT to allow for download before public reading. Late bids submitted after the amended deadline will not be considered.

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Other files attached to AFMES Warehouse Addition/Alteration, Dover Air Force Base, Delaware, newest first.
File	Type	Posted
W912BU20B0001_AFMES_Bid Abstract_OF 1419.pdf	PDF	Jun 19, 2020
W912BU20B0001_Specs-AM1.pdf	PDF	Jun 8, 2020

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FEC

F E

FEC

E C

FEC

A-201

K L N P R S TK.5

18.7

M.5 N.3L.9

13.9

18.2

EXISTING

INDUSTRIAL

SPACE

ALIGN

27' - 2" 35' - 3"

1000C

162A

A R

12' - 2"

1AS.4

1A1.4 1A1.4

1AS.4

15.5

15.8

M.8 P.2

A-301

14.3

A-301

CLEAR ZONE

1A1.6

22.01

5.01

6.01

"7.05

7.05 3

A-311

10.01

1A0.6

12' - 3"

ALIGN

1A0.3b 1A0.3b

1000F

3A0.2

1.04

1AS.6

10.01

5.01

5.015.01

2' - 5"

11.04

EXISTING DIESEL

FUEL TANK

EXISTING

GENERATOR

A-301

1A1.4

1A1.6 1A1.6 1A1.6 1A1.6

RECEIVING/

RECEPTION

157A

A-501

A-201

7.05

N.2

7' - 1" 4' - 10" 17' - 6" 10' - 0" 25' - 3" 2' - 6" 16' - 0"

M.2 M.4

10.05

EXIST.

CORRIDOR

EXIST.

STAGING

EXIST. GAS

CYLINDER

EXIST. FIRE

PUMP

EXIST.

LOUNGE

119A

EXIST.

CORRIDOR

EXIST.

RECEIVING &

TRANSPORT

157B

EXIST. HAZ.

MAT.

STORAGE

161B

EXIST. HAZ.

MAT.

STORAGE

161A

EXIST. ELEV.

MACH. RM.

EXIST.

EQUIP.

5' - 0" MIN.

ACCESSIONING

1000F

1A1.6

WAREHOUSE

STORAGE

1000A

LOCKED

STORAGE

1000B

CORRIDOR

C010

OFFICE

162A

PB STOR

162B

EQ1EQ1

EQ2EQ2 EQ3EQ3 EQ4EQ4

5.01

A R

A-501

6' - 10" 6' - 0"

1.12

5.05

14.8

P.3 P.4

1A0.4

ALIGN

10.05

A-401

OFFICE

162C

1A0.4 162C

ALIGN

A-501

3' - 6"

A-501

PNN

1 2 3 4 5

PLATE REFERENCE

NUMBER

SHEET OF

P L

O T

D A

T E

L O

T S

C A

L E

S U

B M

E D

B Y

D W

N B

D E

N E

D B

Y : C

K D

B Y

D A

T E

E N

A M

S O

N N

C O

N T

R A

C T

N O

C A

T E

G O

R Y

C O

D E

US ARMY CORPS

OF ENGINEERS

PHILADELPHIA

DISTRICT

D O

V E

R A

O R

C E

B A

S E

A R

M E

D F

O R

C E

S M

E D

L E

X A

E R

S Y

S T

E M

F A

A S

N O

T E

-0

U -2

-B

-0

U .S

R M

Y E

N G

E R

T R

C O

R P

S O

F E

N G

E R

KEY PLAN

1 2 3 4 5

-D o v e r

A F

M E

S W a re h o u s e

U -1

-D

-0

P M

A-111

1S T

F L

O O

R P

L A

R M

S A

S G

A S

U E

D F

O R

C O

N S

T R

U C

-0

-1

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

1ST FLOOR PLAN

NOTES - FLOOR PLANS

1 REFER TO SHEET A-001 FOR GENERAL NOTES

AND SYMBOLS

2 DIMENSIONS MARKED AS "CLEAR" DICTATES THE

CLEAR DIMENSION FROM FINISH TO FINISH

3 ALL DIMENSIONS SHOWN ARE TO FACE OF WALL -

TYPICAL UNLESS NOTED OTHERWISE

4 ALL DOORS TO BE INSTALLED 100mm FROM

HINGE SIDE OF WALL - TYPICAL UNLESS NOTED

OR DIMENSIONED OTHERWISE

5 PAINT ALL INTERIOR WALLS, SURFACE MOUNTED

RACEWAY AND CEILINGS.

6 UNLESS NOTED OTHERWISE, EXISTING STEEL

DOORS AND FRAMES TO REMAIN. SERVICE DOOR

TO ENSURE SMOOTH OPERATION. REFER TO

DOOR SCHEDULE FOR HARDWARE

REQUIREMENTS

7 UNLESS NOTED OTHERWISE, SELECTIVELY

REPLACE DAMAGED CEILING TILES WITH NEW

TILES OR TILES SALVAGED FROM ANOTHER

ROOM WHERE POSSIBLE TO MAINTAIN A

CONSISTENT FINISH SURFACE. REINFORCE

SUSPENDED CEILING GRIDS TO ENSURE

STRUCTURAL INTEGRITY.

8 REHABILITATE EXISTING FINISHES AND PROVIDE

NEW FINISHES PER FINISH SCHEDULE

9 REFER TO ENLARGED PLANS FOR DIMENSIONS

WHERE CALLED FOR

10 REFER TO MECHANICAL DRAWINGS FOR ALL

HEATING VENTILATION AND AIR CONDITIONING

EQUIPMENT LOCATIONS AND REQUIREMENTS

11 REFER TO PLUMBING DRAWINGS FOR ALL

FIXTURE TYPES, DRAINAGE, PLUMBING

VENTILATION, SEWAGE PIPING AND EQUIPMENT

LOCATIONS AND REQUIREMENTS

12 REFER TO ELECTRICAL DRAWINGS FOR ALL

POWER, LIGHTING AND ELECTRICAL EQUIPMENT

LOCATIONS AND REQUIREMENTS

13 CONTRACTOR SHALL COORDINATE ALL TRADES

AND WORK INCLUDING BUT NOT LIMITED TO

MECHANICAL PIPING AND DUCTWORK,

CONDUITS, STRUCTURE, AND SPEAKERS

14 REFER TO SCOPE OF WORK FOR BATHROOM

ACCESSORIES

15 WHERE FIRE RATED PARTITIONS INTERSECT

WITH LESSER RATED PARTITIONS OR NON-RATED

PARTITIONS, THE HIGHER RATED PARTITION IS

TO CONTINUE THROUGH THE INTERSECTION TO

MAINTAIN THE HIGHER RATING

16 FILL VOIDS AROUND WALL PENETRATIONS WITH

FIRE STOPPING TO AVOID REDUCTION OF FIRE

RATING

17 PROVIDE WALL BASE WHERE MISSING. BASE TO

MATCH EXISTING OR NEW FLOOR MATERIAL

18 CONTRACTOR SHALL CLEAN, REPAIR AND PAINT

ALL EXISTING DOORS AND DOOR FRAMES

19 FIRE EXTINGUISHERS SHALL BE PROVIDED AND

LOCATED IN ACCORDANCE WITH NFPA 10. THE

MAXIMUM TRAVEL DISTANCE TO THE NEAREST

FIRE EXTINGUISHER FROM ANY POINT IN THE

BUILDING SHALL NOT EXCEED 22.8 METERS.

EXISTING FIRE EXTINGUISHERS SHALL BE

TESTED AND MAY BE RE-USED IF FULLY

OPERATIONAL.

20 ROOM NUMBERING: ROOM NUMBERING IS TO BE

COORDINATED WITH THE CONTRACTING

OFFICER. SEE AI601 FOR SIGN DETAILS.

21 FOR PARTITION TYPES AND DOOR SCHEDULE,

SEE SHEET A-601

KEYNOTES

1.04 EXISTING RECESSED FIRE EXTINGUISHER TO

REMAIN

1.12 EXISTING CAROUSEL TO REMAIN

5.01 PAINTED GALVANIZED STEEL BOLLARD FILLED

WITH CONCRETE

5.05 FIXED ALUMINUM ACCESS LADDER

6.01 FIRE-RATED (FSC) PLYWOOD BACKERBOARD

7.05 BUILDING VERTICAL EXPANSION JOINT

ASSEMBLY (FIRE RATING TO MATCH PARTITION)

9.04 SAFETY AISLE EPOXY FLOOR MARKING

10.01 RECESSED FIRE EXTINGUISHER CABINET

10.05 POWERED MOBILE STORAGE SHELVING

11.04 RELOCATE EXISTING MOBILE SCISSOR LIFT.

PROVIDE CHARGING STATION - REFER TO

E-SERIES

22.01 EMERGENCY EYE-WASH STATION, SEE

P-SERIES

SCHEDULE - EQUIPMENT (GFGI)

TAG DESCRIPTION QTY

EQ1 SEMI-AUTOMATIC POLY STRAPPING

MACHINE

EQ2 FORK LIFT BATTERY CHARGER 1

EQ3 AUTOMATIC STRETCH WRAP

MACHINE

EQ4 REFRIGERATOR/FREEZER 1

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

0 4'-0" 8'-0" 16'-0"

M A

R K

D E

S C

N D

A T

E A

P P

R a

G C

J U

N E

A S

G a

Aimee.St.Germain Polygonal Line

FIRST FLOOR

0' - 0"

15.5

FOUNDATION CONDITION:

• PREFINISHED METAL BASE FLASHING

• 2" EXTRUDE POLYSTYRENE (XPS)

INSULATION BOARD, EXTEND 2'-0"

HORIZONTALLY

• CAST IN PLACE CONCRETE

FOUNDATION, SEE S-SERIES

FLOOR CONDITION:

• 1/2" COMPRESSIBLE FILLER

• FINISH FLOOR AS SCHEDULED

• VAPOR RETARDER AND COMPACTED

GRANULAR SUB-BASE, SEE S-SERIES

WALL CONDITION:

• INSULATED METAL WALL PANEL (R-14)

TO MATCH EXISTING

• COLD FORMED NON STRUCTURAL

METAL FRAMING WITH R-13 BATT

INSULATION

• 5/8" GYPSUM WALL BOARD, PAINTED

ROOF CONDITION:

• STANDING SEAM METAL ROOF SYSTEM

ON CONTINUOUS MODIFIED BITUMEN

UNDERLAYMENT (THERMAL/AIR

BARRIER)

• 5/8" COVER BOARD

• (2) LAYERS 2.6" MIN.

POLYISOCYANURATE INSULATION

• 1 1/2" STRUCTURAL DECK

• PREFINISHED METAL GUTTER

A-502

PLATFORM

13' - 4"

FIRST FLOOR

0' - 0"

P.2

FLOOR CONDITION:

• 1/2" COMPRESSIBLE FILLER

• FINISH FLOOR AS SCHEDULED

• VAPOR RETARDER AND COMPACTED

GRANULAR SUB-BASE, SEE S-SERIES

• SLOPE GRADE AWAY FROM BUILDING

WALL CONDITION:

• INSULATED METAL WALL PANEL (R-14)

TO MATCH EXISTING

• COLD FORMED NON STRUCTURAL

METAL FRAMING WITH R-13 BATT

INSULATION

• 5/8" GYPSUM WALL BOARD, PAINTED

ROOF CONDITION:

• STANDING SEAM METAL ROOF SYSTEM

ON CONTINUOUS MODIFIED BITUMEN

UNDERLAYMENT (THERMAL/AIR

BARRIER)

• 5/8" COVER BOARD

• (2) LAYERS 2.6" MIN.

POLYISOCYANURATE INSULATION

• 1 1/2" STRUCTURAL DECK

• PREFINISHED METAL GUTTER

• CONTINUOUS SNOW GUARD

DOOR CONDITION:

• OVERHEAD DOOR, SEE DOOR SCHEDULE

• GALVANIZED STEEL JAMB COVER

• METAL FLASHING TO MATCH METAL

PANELS

• PROVIDE COLD FORMED METAL FRAMING

AS REQUIRED TO SUPPORT OVERHEAD

DOOR AND MECHANICAL AIR CURTAIN

INSTALLATION REQUIREMENTS

• BOLLARDS BEYOND, SEE S-SERIES

A-611

LOW ROOF LP

17' - 8"

A-502

BOLLARD - REFER TO S-SERES

ROOF CONDITION:

• STANDING SEAM METAL ROOF SYSTEM

• 1 1/2" STRUCTURAL DECK

• PREFINISHED METAL GUTTER

• CONTINUOUS SNOW GUARD

P.3

PLATFORM

13' - 4"

A-501

FIRST FLOOR

0' - 0"

15.8

FLOOR CONDITION:

• 1/2" COMPRESSIBLE FILLER

• FINISH FLOOR AS SCHEDULED

• VAPOR RETARDER AND COMPACTED

GRANULAR SUB-BASE, SEE S-SERIES

LOUVER CONDITION:

• FIXED ALUMINUM LOUVER, SEE M-SERIES

• METAL FLASHING TO MATCH ADJACENT

PANELS

• SEALANT AND BACKER ROD

• RETURN GYPSUM WALL BOARD AT HEAD

AND JAMBS AS APPLICABLE

• PROVIDE PLASTIC LAMINATE WINDOW

STOOL IN EXPOSED AREAS

ROOF CONDITION:

• FULLY ADHERED EPDM ROOF MEMBRANE

• 5/8" COVER BOARD

• (2) LAYERS 2.6" MIN. POLYISOCYANURATE

INSULATION

• 1 1/2" STRUCTURAL DECK

WALL CONDITION:

• INSULATED METAL WALL PANEL (R-14)

TO MATCH EXISTING

• COLD FORMED NON STRUCTURAL

METAL FRAMING WITH R-13 BATT

INSULATION

• 5/8" GYPSUM WALL BOARD, PAINTED

T.O. PARAPET

23' - 6"

HIGH ROOF

21' - 0"

A-502

A-611

A-502

PIPE GUARDRAIL

PLATFORM

13' - 4" a

1 2 3 4 5

PLATE REFERENCE

NUMBER

SHEET OF

P L

O T

D A

T E

L O

T S

C A

L E

S U

B M

E D

B Y

D W

N B

D E

N E

D B

Y : C

K D

B Y

D A

T E

E N

A M

S O

N N

C O

N T

R A

C T

N O

C A

T E

G O

R Y

C O

D E

US ARMY CORPS

OF ENGINEERS

PHILADELPHIA

DISTRICT

D O

V E

R A

O R

C E

B A

S E

A R

M E

D F

O R

C E

S M

E D

L E

X A

E R

S Y

S T

E M

F A

A S

N O

T E

-0

U -2

-B

-0

R M

Y E

N G

E R

T R

C O

R P

S O

F E

N G

E R

1 2 3 4 5

-D o v e r

A F

M E

S W a re h o u s e

U -1

-D

-0

P M

A-311

W A

L L

S E

C T

R M

S A

S G

A S

U E

D F

O R

C O

N S

T R

U C

-0

-1

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

WALL SECTION

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

WALL SECTION

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

WALL SECTION

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

0 1'-0" 2'-0" 4'-0"

M A

R K

D E

S C

N D

A T

E A

P P

R a R

O O

N O

J U

N E

A S

FEC

K L M N P R S TK.5

18.7

M.5 N.3L.9

K.8

13.9

18.2

LOGISTICS

AFMES GEN.

STORAGE

OFFICE

162D

CUBICLE

162E

EXIST.

CORRIDOR

EXIST.

STAGING

EXIST. GAS

CYLINDER

EXIST. FIRE

PUMP

EXIST.

LOUNGE

119A

EXIST.

CORRIDOR

EXIST.

ACCESSIONING

EXIST.

RECEIVING

RECEPTION

157A

EXIST.

RECEIVING &

TRANSPORT

157B

EXIST. HAZ.

MAT.

STORAGE

161B

EXIST. HAZ.

MAT.

STORAGE

161A

EXIST. ELEV.

MACH. RM.

1.04

1.02

1.01

1.01 1.01

1.031.031.03

1.03

AFMES OPS

STORAGE

162A

FORENSICS

TOX.

STORAGE

162B

DNA

STORAGE

162C

EXISTING DIESEL FUEL TANK

EXISTING

GENERATOR

1.08

1.08 1.08

1.08

1.08 1.08

1.09

CLEAR ZONE

EXIST.

EQUIP.

1.11

1.12

1.13

1.01 1.01

1.15

1.14 1.14

+/- 8' - 0" 1.17

1.16

1.07

1.08 PLAN LEGEND DEMO

EXISTING DOOR AND FRAME TO REMAIN

REMOVE EXISTING DOOR, FRAME AND

HARDWARE

EXISTING WALLS TO REMAIN

REMOVE EXISTING WALLS

NOT IN CONTRACT (NIC)

DEMOLITION NOTES

1. ARCHITECTURAL DEMOLITION NOTE SYMBOLS

ARE GENERAL AND MAY NOT INDICATE ALL

EXISTING CONDITIONS. CONTRACTOR SHALL

NOTIFY THE ARCHITECT OF ANY OMISSIONS,

DISCREPANCIES AND/OR CONFLICTS IN

CONTRACT DOCUMENTS BEFORE PROCEEDING

WITH ANY DEMOLITION OR CONSTRUCTION

WORK.

2. BEFORE STARTING WORK, THE CONTRACTOR

SHALL CHECK AND VERIFY DIMENSIONS AND

ELEVATIONS, SURVEY ALL EXISTING

CONDITIONS, PREPARE A LIST OF EXISTING

DAMAGED AREAS VERIFIED BY DATED

PHOTOGRAPHS AND SIGNED BY CONTRACTOR

AND OTHERS CONDUCTING INVESTIGATION.

3. EXISTING WALL, FLOOR AND CEILING MATERIALS

AND/OR FINISHES SCHEDULED TO REMAIN

WITHIN THE AREA OF NEW WORK SHALL BE

PATCHED AND REPAIRED AS REQUIRED TO

RECEIVE NEW SCHEDULED FINISHES OR MATCH

ADJACENT FINISHES.

4. THE OWNER SHALL REMOVE ALL

MISCELLANEOUS WALL MOUNTED EQUIPMENT

AND ACCESSORIES, ETC. PRIOR TO THE START

OF DEMOLITION.

5. EQUIPMENT AND FURNISHINGS REMOVED AND

NOT SCHEDULED FOR RELOCATION SHALL BE

TURNED OVER TO THE OWNER'

REPRESENTATIVE.

6. WHERE NEW FINISHES ARE INDICATED TO BE

PROVIDED BY THE FINISH SCHEDULE,

CONTRACTOR SHALL REMOVE EXISTING

FINISHES INCLUDING LIGHT FIXTURES AND

ELECTRICAL DEVICES NOT SCHEDULED OR

INDICATED TO REMAIN. REFER TO OTHER

DRAWINGS, SCHEDULES AND NOTES FOR

ADDITIONAL INFORMATION. WHERE EXISTING

CERAMIC TILE OCCURS AND IS NOT SCHEDULED

TO REMAIN, THE CONTRACTOR SHALL REMOVE

AND REPAIR OR FILL IN AS REQUIRED TO

ACCOMMODATE INSTALLATION OF SCHEDULED

FINISH.

7. WHERE EXISTING WALL, CEILING OR FLOOR

FINISHES ARE TO REMAIN AND ARE DISTURBED

BY DEMOLITION AND/OR NEW CONSTRUCTION,

THEY SHALL BE REPAIRED AS REQUIRED TO

MATCH ORIGINAL INTEGRITY AND ADJACENT

CONSTRUCTION. REFER TO FINISH SCHEDULE

FOR ADDITIONAL INFORMATION.

8. THE CONTRACTOR SHALL REMOVE, STORE AND

SECURE ALL SALVAGED ITEMS AS INDICATED BY

THE DEMOLITION NOTES OR AS DIRECTED BY

THE OWNER'S REPRESENTATIVE.

9. EXISTING CONSTRUCTION SCHEDULED TO

REMAIN WHICH IS DISTURBED IN ANY WAY BY

THE CONTRACTOR IN ORDER TO ACCOMMODATE

NEW WORK SHALL BE REPAIRED TO ORIGINAL

INTEGRITY AND FINISH TO MATCH EXISTING

FINISHES OR NEW FINISHES AS SCHEDULED.

10. THE CONTRACTOR SHALL COORDINATE WORK

AND ESTABLISH APPROVAL FROM THE OWNER'S

REPRESENTATIVE FOR THE PROCEDURES AND

METHODS OF DEMOLITION REGARDING NOISE

CONTROL AND THE USE OF BUILDING FACILITIES,

INCLUDING TOILETS, HEATING, AIR

CONDITIONING, ELECTRICAL, ETC. THE EXISTING

ELEVATORS MAY NOT BE USED FOR

CONSTRUCTION PURPOSES. THE CONTRACTOR

SHALL PROVIDE THEIR OWN CONSTRUCTION

ELEVATOR AT THE LOCATION DETERMINED BY

THE OWNER'S REPRESENTATIVE. THE

CONTRACTOR SHALL PROVIDE A SEPARATE

TEMPORARY CONSTRUCTION ACCESS.

11. WHERE NEW OPENINGS ARE REQUIRED IN

EXISTING WALLS, THE CONTRACTOR SHALL

PROVIDE NEW LINTELS AS DETAILED.

PNN

1 2 3 4 5

PLATE REFERENCE

NUMBER

SHEET OF

P L

O T

D A

T E

L O

T S

C A

L E

S U

B M

E D

B Y

D W

N B

D E

N E

D B

Y : C

K D

B Y

D A

T E

E N

A M

S O

N N

C O

N T

R A

C T

N O

C A

T E

G O

R Y

C O

D E

US ARMY CORPS

OF ENGINEERS

PHILADELPHIA

DISTRICT

D O

V E

R A

O R

C E

B A

S E

A R

M E

D F

O R

C E

S M

E D

L E

X A

E R

S Y

S T

E M

F A

A S

N O

T E

-0

U -2

-B

-0

R M

Y E

N G

E R

T R

C O

R P

S O

F E

N G

E R

KEY PLAN

1 2 3 4 5

-D o v e r

A F

M E

S W a re h o u s e

U -1

-D

-0

P M

AD111

A R

C H

E C

T U

R A

D E

M O

P L

A N

S T

F L

O O

R M

S A

S G

A S

U E

D F

O R

C O

N S

T R

U C

-0

-1

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

DEMOLITION - 1ST FLOOR PLAN

KEYNOTES

1.01 REMOVE EXISTING EXTERIOR WINDOW AND

FRAME ASSEMBLY

1.02 REMOVE EXISTING OVERHEAD ROLLING DOOR

ASSEMBLY. PATCH AND REPAIR WALL AND

FLOOR CONSTRUCTION AS REQUIRED

1.03 REMOVE EXISTING ACOUSTICAL CEILING PANEL

ASSEMBLY, LIGHT FIXTURES AND ASSOCIATED

WIRING, AND MECHANICAL EQUIPMENT AND

DUCTWORK IN THIS AREA. SEE M, E & P-SERIES

DRAWINGS FOR ADDITIONAL INFORMATION

1.04 EXISTING RECESSED FIRE EXTINGUISHER TO

REMAIN

1.07 REMOVE EXISTING CANOPY STRUCTURE AND

FOUNDATIONS. PATCH AND REPAIR ADJACENT

CONSTRUCTION AS REQUIRED

1.08 WHERE PORTION OF EXISTING CONSTRUCTION

TO REMAIN ABUTS CONSTRUCTION TO BE

DEMOLISHED, REMOVE PORTION OF EXISTING

CONSTRUCTION AS REQUIRED. PATH AND

PROVIDE TO COMPONENTS AS NECESSARY TO

MATCH EXISTING ADJACENT CONSTRUCTION

AND FINISHES

1.09 EXISTING SCISSOR LIFT TO BE RELOCATED

1.11 REMOVE EXISTING FIRE EXTINGUISHER

1.12 EXISTING CAROUSEL TO REMAIN

1.13 REFER TO M-SERIES FOR EQUIPMENT

DEMOLITION

1.14 REMOVE EXISTING MOBILE STORAGE SHELVING

AND FLOOR TRACKS. PATCH FLOOR AS

REQUIRED

1.15 REMOVE EXISTING WIRE MESH PARTITION AND

GATE. PATCH FLOOR AS REQUIRED

1.16 REMOVE PORTION OF EXISTING MOBILE

STORAGE SHELVING AND (1) FLOOR TRACK.

PATCH EXISTING CONCRETE FLOOR AS

REQUIRED.

1.17 EXISTING MOBILE STORAGE SHELVING AND (3)

FLOOR TRACKS TO REMAIN.

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

0 4'-0" 8'-0" 16'-0"

M A

R K

D E

S C

N D

A T

E A

P P

R a

J U

N E

A S

G a

STORM PROFILE

SCALE: 1"=10 H, 1"=2V

-0+05 0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 0+45 0+50 0+55 0+60 0+65 0+70 0+75 0+80 0+85 0+90 0+95 1+00 1+05 1+10 1+15 1+20 1+25 1+30 1+35 1+40 1+45 1+50 1+55 1+60 1+65 1+70 1+75 1+80 1+85 1+90 1+95

CONN

6" O

.17 S

.49 E

.72

60.38 L.F. 6"

STM. HDPE @ 0.25%

CO-3

.02

N W

6" O

.02 N

.19 E

.70

.68

44.61 L.F. 6"

STM. HDPE @ 0.25%

CO-2

.91

S W

" O

.91 S

.39 E

.48

.76

48.66 L.F. 10"

STM. HDPE @ 0.25%

CO-1

" I

.79 N

" O

.79

N E

.94 E

.96

.42

34.59 L.F. 10"

STM. HDPE @ 0.25%

EX.

EX MH

" I

.70 S

" I N

.70

N E

" O

.70 S

.01 E

.18

.90

SCALE:

CLEANOUT TO GRADE

N.T.S.

SCALE:

ROOF DRAIN COLLECTOR

N.T.S.

SCALE:

NEW 24" PVC DRAIN BASIN

N.T.S.

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

1 2 3 4 5

PLATE REFERENCE

NUMBER

SHEET OF

P L O

A T

P L O

C A

L E

S U

B M

I T

T E

D W

D E

S I G

N E

C K

D A

T E

S I Z

F I L E

A M

S O

L I C

I T

A T

I O

C O

N T

R A

C T

C A

T E

G O

R Y

US ARMY CORPS

OF ENGINEERS

PHILADELPHIA

DISTRICT

D O

V E

A R

M E

O R

C E

E D

I C

X A

M I N

Y S

T E

A C

I L

I T

E D

W B

U B

U S

R M

N G

I N

E E

I S

T R

I C

C O

R P

N G

I N

E E

R S

1 2 3 4 5

W B

U D a A

M D

J U

A W

J O

P J P

A W

C D

W G

C-502

SCALE:

STORM SEWER PROFILE

AS SHOWN

D D

N S

P O

A N

O U

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

CAST IRON SOLID RISER PIPE

AutoCAD SHX Text

CAST IRON STANDARD WYE BRANCH

AutoCAD SHX Text

CAST IRON 45° BEND

AutoCAD SHX Text

CAP END OF WYE BRANCH

AutoCAD SHX Text

FLUSH END CAP CAST GRAY IRON (SEE NOTE 3.)

AutoCAD SHX Text

AutoCAD SHX Text C-502

AutoCAD SHX Text NOTE: 1. PROVIDE 18" DIA. COLLAR IN UNPAVED AND PROVIDE 18" DIA. COLLAR IN UNPAVED AND AGGREGATE AREAS. 2. CLEANOUT WITHIN TRAFFIC AREA: PROVIDE (H-20) CLEANOUT WITHIN TRAFFIC AREA: PROVIDE (H-20) LOAD RATED FRAME AND COVER. 3. SANITARY SEWER CLEANOUT FRAME & COVER SANITARY SEWER CLEANOUT FRAME & COVER SHALL MEET KENT COUNTY STANDARDS.

AutoCAD SHX Text X

AutoCAD SHX Text

1" ABOVE SURROUNDING GROUND (GRASS)

AutoCAD SHX Text 9"

AutoCAD SHX Text

DOWNSPOUT (REFER TO ARCHITECTURAL PLANS FOR DETAILS)

AutoCAD SHX Text

BUILDING WALL

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

ROOF DRAIN COLLECTOR INSTALLED @ 0.25% MIN. SLOPE (6" DIA. HDPE PIPE)

AutoCAD SHX Text

MATCH EXISTING CAST IRON SHOE (NEENAH R-4925-F OR APPROVED EQUAL)

AutoCAD SHX Text

MANUFACTURER'S STANDARD TRANSITIONAL COUPLING

AutoCAD SHX Text

6" DIA. 45° HDPE ELBOW

AutoCAD SHX Text

6" DIA. HDPE PIPE

AutoCAD SHX Text

ALL FITTINGS AND CONNECTIONS SHALL BE WATER TIGHT

AutoCAD SHX Text C-502

AutoCAD SHX Text

SEE PLAN SHEET FOR COLLECTOR LOCATION

AutoCAD SHX Text

10" DIA. HDPE PIPE

AutoCAD SHX Text

6" DIA. 45° HDPE ELBOW

AutoCAD SHX Text 18" SQUARE CONC. SLAB 6" THICK W/6"X6"-10/10 WWF (CONCRETE SLAB NOT REQUIRED IF CLEANOUT IS LOCATED IN CONCRETE PAVEMENT)

AutoCAD SHX Text C-502

AutoCAD SHX Text

AutoCAD SHX Text NEW 10" ROOF DRAIN COLLECTOR TO NEW PVC DRAIN BASIN INV. EL. = 18.8 (OR AT LEAST 0.1' HIGHER THAN EXISTING 12" OUTLET PIPE)

AutoCAD SHX Text

NEW PVC DRAIN BASIN

AutoCAD SHX Text NOTES: 1. PRIOR TO CONSTRUCTION OF THE NEW 24" DRAIN BASIN, PRIOR TO CONSTRUCTION OF THE NEW 24" DRAIN BASIN, FIELD VERIFY EXISTING PIPE HORIZONTAL LOCATIONS AND INVERT ELEVATIONS AT THE EXISTING DRAIN BASIN. 2. SEE SHEET C-101 FOR HORIZONTAL LOCATION OF NEW SEE SHEET C-101 FOR HORIZONTAL LOCATION OF NEW 10" ROOF DRAIN COLLECTOR PIPE. 3. DRAIN BASIN IS NOT H-25 OR H-20 LOAD RATED.DRAIN BASIN IS NOT H-25 OR H-20 LOAD RATED.

AutoCAD SHX Text

EXISTING 12" ROOF DRAIN OUTLET PIPE (FIELD VERIFY LOCATION)

AutoCAD SHX Text

EXISTING 10" ROOF DRAIN COLLECTOR PIPE (FIELD VERIFY LOCATION)

AutoCAD SHX Text

EXISTING 6" ROOF DRAIN COLLECTOR PIPE (FIELD VERIFY LOCATION)

AutoCAD SHX Text

NEW 10" ROOF DRAIN COLLECTOR PIPE

AutoCAD SHX Text

EXISTING 12" OUTLET PIPE (FIELD VERIFY LOCATION)

AutoCAD SHX Text

EXISTING 6" ROOF DRAIN COLLECTOR PIPE (FIELD VERIFY LOCATION)

AutoCAD SHX Text

SOLID TOP CAST IRON COVER

AutoCAD SHX Text

FLUSH WITH AGGREGATE

AutoCAD SHX Text C-502

AutoCAD SHX Text

EXISTING AND PROPOSED GRADE

AutoCAD SHX Text

STANDARD WYE BRANCH CLEANOUT WITH PLUG

AutoCAD SHX Text a

FEC

F E

FEC

E C

FEC

K L M N P R S TK.5

18.7

M.5 N.3L.9

K.8

13.9

18.2

15.5

15.8

M.8 P.2

14.3

N.2M.2 M.4

OFFICE

162A

EXISTING

INDUSTRIAL

SPACE

PB STOR

162B

LOCKED

STORAGE

1000B

CORRIDOR

C010

WAREHOUSE

STORAGE

1000A

ACCESSIONING

1000F

RECEIVING/

RECEPTION

157A

MS1MS1

CORRIDOR

C020

PR4PR4 PR4PR4 PR4PR4

PR8PR8

PR10PR10

PR8PR8PR8PR8

PR10PR10

PR10APR10A

PR4PR4

MS2MS2

14.8

P.3 P.4

10' - 6" 10' - 6"

PR10PR10 PR10PR10

PR4PR4

OFFICE

162C

MS3MS3

WR1WR1 WR1WR1 WR1WR1

WR1WR1WR1WR1WR1WR1

WR1WR1 WR1WR1 WR1WR1

WR1WR1

WR1WR1WR1WR1

WR1WR1

WR2WR2 WR2WR2

WR1WR1

WR1WR1WR2WR2WR2WR2WR2WR2

WR1WR1WR1WR1WR1WR1

WR1WR1 WR1WR1 WR1WR1

WR1WR1WR1WR1WR1WR1

WR1WR1

WR1WR1 WR1WR1

WR1WR1

WR2WR2

WR2WR2 WR1WR1

WR1WR1

55' - 0"

20' - 0"

1. FURNITURE IS N.I.C. AND SHOWN FOR

REFERENCE ONLY.

2. PALLET RACKS & MOBILE SHELVING SYSTEMS

ARE CFCI.

3. PALLET RACKS ARE TO ACCOMODATE 48" DEEP

PALLETS. FINAL QUANTITY AND SPACING OF

SHELVES MUST BE COORDINATED WITH THE

GOVERNMENT BASED ON PALLET LOAD HEIGHT.

4. WIRE RACKS ARE TO BE PROVIDED WITH FIXED

TOP AND BOTTOM WIRE SHELVES AND (2)

INTERMEDIATE ADJUSTABLE SHELVES.

5. SEE A-111 FOR GFGI SCHEDULED EQUIPMENT.

NOTES - FURNITURE

PNN

1 2 3 4 5

PLATE REFERENCE

NUMBER

SHEET OF

P L

O T

D A

T E

L O

T S

C A

L E

S U

B M

E D

B Y

D W

N B

D E

N E

D B

Y : C

K D

B Y

D A

T E

E N

A M

S O

N N

C O

N T

R A

C T

N O

C A

T E

G O

R Y

C O

D E

US ARMY CORPS

OF ENGINEERS

PHILADELPHIA

DISTRICT

D O

V E

R A

O R

C E

B A

S E

A R

M E

D F

O R

C E

S M

E D

L E

X A

E R

S Y

S T

E M

F A

A S

N O

T E

-0

U -2

-B

-0

R M

Y E

N G

E R

T R

C O

R P

S O

F E

N G

E R

KEY PLAN

1 2 3 4 5

-D o v e r

A F

M E

S W a re h o u s e

U -1

-D

-0

P M

IF110

E R

F U

R N

R E

A N

D E

Q U

E N

T F

L O

O R

P L

A N

A L

M L

J B

L J B

U E

D F

O R

C O

N S

T R

U C

-0

-1

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

INTERIOR FURNITURE AND EQUIPMENT - 1ST FLOOR PLAN

SCHEDULE - SHELVING

TAG DESCRIPTION QTY

MS1 MOBILE SHELVING UNIT - 156"H 1

MS2 MOBILE SHELVING UNIT - 80"H 1

MS3 MOBILE SHELVING UNIT

(EXISTING - 80"H)

PR4 PALLET RACK - 4'L x 16'H 5

PR8 PALLET RACK - 8'L x 16'H 4

PR10 PALLET RACK - 10'L x 16'H 5

PR10A PALLET RACK - 10'L x 12'H 1

WR1 ADJUSTABLE WIRE RACK UNIT -

6'L x 6'H x 2'D

WR2 ADJUSTABLE WIRE RACK UNIT -

4'L x 6'H x 2'D

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

0 4'-0" 8'-0" 16'-0"

M A

R K

D E

S C

N D

A T

E A

P P

R a D

N S

J U

N E

A S

G a a

NOTE: CONTRACTOR TO CONFIRM ALL EXISTING FLOORING CONDITIONS & PROVIDE

APPROPRIATE TRANSITIONS.

SUBSTRATE

EXISTING MCTCARPET

RUBBER ADAPTOR STRIP

SUBSTRATE

METAL STRIP

CARPET

RESINOUS

FLOORING

1st SPECIAL

FORCES

ATTACHMENT

DELTA

NOTE: MOUNTING OPTIONS VARY

PER SIGN TYPE. MOST INTERIOR

SIGNS CAN BE EASILY INSTALLED

USING A COMBINATION OF CLEAR

SILICONE ADHESIVE AND DOUBLE

SIDED FOAM TAPE OR CONCEALED

MECHANICAL FASTENERS.

WHERE THERE IS LESS THAN 18"

CLEAR SPACE ON THE LATCH SIDE

OF A SINGLE DOOR, OR ON THE

RIGHT SIDE OF DOUBLE DOORS,

SIGNS SHALL BE LOCATED ON THE

NEAREST ADJACENT WALL.

WHERE THERE IS A SIDE LIGHT

WINDOW LOCATED ADJACENT TO

THE DOOR, MOUNT THE SIGN TO

THE GLASS AND PROVIDE A

MATCHING BACKER PLATE OF THE

SAME SHAPE AS THE SIGN ON THE

GLASS TO CONCEAL MOUNTING

DEVICE.

M A

X . T

O B

O T

T O

M O

F T

E X

EXIT & TYPICAL SIGNS

. T O

B O

T T

O M

O F

T E

X T

EXIT

To Be Determined

8 1/2"

3" 6"

1-1/2" TACTILE ROOM

NUMBER

WITH BRAILLE HELVETICA

NEUE 55 ROMAN

PRINTABLE INSERT -

3/4" MESSAGE

HELVETICA NEUE 55

ROMAN

INTERIOR APPLICATIONS

EXIT

8 1/2"

3" 3/4" TACTILE TEXT

WITH BRAILLE,

HELVETICA NEUE 55

ROMAN.NOTE: MOUNT SIGN ON DOOR.

STAINLESS STEEL

CORNER GUARD

WP1 - WALL PROTECTION

TOP TRIM

WALL BASE AS SCHEDULED

OUTSIDE CORNER

CEILING

T O

M A

T C

H E

W A

R O

T E

C T

E N

N S

EPOXY WALL BASE TO WALL - TYPICAL

STAINLESS

TRANSITION STRIP

WALL FINISH AS

SCHEDULED

RESINOUS

FLOORING

W A

L L

FLOOR

1 2 3 4 5

PLATE REFERENCE

NUMBER

SHEET OF

P L

O T

D A

T E

L O

T S

C A

L E

S U

B M

E D

B Y

D W

N B

D E

N E

D B

Y : C

K D

B Y

D A

T E

E N

A M

S O

N N

C O

N T

R A

C T

N O

C A

T E

G O

R Y

C O

D E

US ARMY CORPS

OF ENGINEERS

PHILADELPHIA

DISTRICT

D O

V E

R A

O R

C E

B A

S E

A R

M E

D F

O R

C E

S M

E D

L E

X A

E R

S Y

S T

E M

F A

A S

N O

T E

-0

U -2

-B

-0

R M

Y E

N G

E R

T R

C O

R P

S O

F E

N G

E R

1 2 3 4 5

-D o v e r

A F

M E

S W a re h o u s e

U -1

-D

-0

P M

IN001

E R

S C

H E

D U

L E

S D

E T

S A

N D

N A

G E

A L

M L

J B

L J B

U E

D F

O R

C O

N S

T R

U C

-0

-1

NOTES - FINISH

1 SEE TECHNICAL SPECIFICATIONS & INTERIOR

FINISH DRAWINGS FOR INTERIOR FINISH

INFORMATION.

2 INTERIOR FLOOR PLAN SHOWN IN THE 'IN'

SERIES ARE FOR FINISH LOCATIONS ONLY.

REFER TO ARCHITECTURAL DRAWINGS FOR

DIMENSIONS AND CONSTRUCTION

INFORMATION.

3 MATERIAL FLOOR AND WALL TRANSITIONS ARE

TO BE COORDINATED WITH SELECTED

PRODUCTS AND INSTALL PER MANUFACTURER'S

RECOMMENDATIONS. PROVIDE BARRIER FREE

TRANSITIONS AT ALL FLOOR CHANGES. SEE

TRANSITION DETAILS, IN001, FOR MORE

INFORMATION.

4 METAL GRILLS, DIFFUSERS, PANEL BOXES AND

REGISTERS LOCATED WITHIN OCCUPIED AREAS

ARE PAINTED TO MATCH THE ADJACENT WALL

FINISH AS NOTED ON THE FINISH SCHEDULE.

5 SEE IN001 FOR INTERIOR MATERIAL & COLOR

SCHEDULE, INTERIOR ROOM FINISH SCHEDULE,

AND INTERIOR DETAILS.

6 REFER TO INTERIOR FINISH DRAWINGS FOR

ACCENT WALL LOCATIONS / EXTENTS.

7 PROVIDE FLEXIBLE SEALANT AT WALL AND

FLOOR JOINT WHERE THERE IS NO WALL BASE

REQUIRED.

8 CONTROL JOINTS WILL MATCH THE COLOR OF

THE ADJACENT FLOORING MATERIAL.

9 REFER TO ARCHITECTURAL REFLECTED CEILING

PLANS, SERIES AR100, FOR CEILING HEIGHTS.

10 EXPOSED CEILINGS ARE PAINTED ENTIRELY;

INCLUDING EXPOSED STRUCTURE, DECK,

DUCTWORK, CONDUIT, PIPING, ETC. GYPSUM

BOARD CEILINGS AND SOFFITS ARE PAINTED AS

SCHEDULED.

SCALE: NTS

INTERIOR TRANSITION STRIPS

SCHEDULE - FINISH - MATERIAL & COLOR

FINISH MATERIAL DESCRIPTION MANUFACTURER STYLE / TYPE COLOR SIZE REMARKS

ACT1 ACOUSTIC CEILING TILE USG HALCYON CLIMAPLUS 98225 WHITE 24" x 24" x 1"; 9/16" GRID WHITE

CG1 CORNER GUARD KOROGUARD STAINLESS STEEL GS30 #4 SATIN FINISH 3" WINGS ALL OUTSIDE CORNERS AT WP1

CG2 CORNER GUARD - END CAP KOROGUARD STAINLESS STEEL #4 SATIN FINISH 'U' ENDCAP

CPT1 CARPET TILE INTERFACE EQUATOR II RAIN 9871 50CM X 50CM BRICK INSTALL

EF1 STANDARD RESINOUS FLOORING STONHARD STONCLAD HT SILVER GRAY SEE SPECIFICATIONS 4"H INTEGRAL COVE BASE WITH METAL

TOP CAP

ETR EXISTING FINISH TO REMAIN N/A N/A N/A N/A N/A

N/A SIGNAGE INPRO VARIES DARK GREY ON BEIGE 0117 MATCH EXISTING SIGNAGE

N/A WOOD DOORS BIRCH MATCH EXISTING

P1 PAINT - FIELD WALL SHERWIN WILLIAMS VARIES, SEE SPECIFICATIONS SW6141 SOFTER TAN

P2 PAINT - FIELD CEILING SHERWIN WILLIAMS VARIES, SEE SPECIFICATIONS SW7007 CEILING BRIGHT WHITE

RB1 RESILIENT BASE JOHNSONITE TRADITIONAL WETLANDS 150 4"H TRADITIONAL COVED AT HARD/RESILIENT SURFACES, STRAIGHT AT CARPET

SDT1 STATIC-CONTROL RESILIENT FLOORING FORBO COLOREX SD SAHARA 24.25" X 24.25" X 0.80" IT ROOM

WP1 WALL PROTECTION ACROVYN .060N HIGH IMPACT WALL

COVERING

858 PUMICE 4'-0" ABOVE FINISHED FLOOR PROVIDE ALL REQUIRED TRIM PIECES FOR

FINISHED SYSTEM

INTERIOR ROOM FINISH SCHEDULE

NUMBER NAME FLOOR WALL BASE WALL CEILING REMARKS

157A RECEIVING/ RECEPTION EF1 - P1 P2

162 EXISTING INDUSTRIAL SPACE EF1 - P1/WP1 P2 CG1; WP1 & CG1 AT COLUMNS

162A OFFICE CPT1 RB1 P1 ACT1 CG1

162B PB STOR EF1 - P1 P2 CG1

162C OFFICE CPT1 RB1 P1 ACT1

1000A WAREHOUSE STORAGE EF1 - P1/WP1 P2 CG1

1000B LOCKED STORAGE EF1 - P1 P2

1000F ACCESSIONING EF1 RB1 P1 ETR

1002 TR SDT1 RB1 P1 P2

C010 CORRIDOR EF1 - P1/WP1 P2 CG1

C020 CORRIDOR EF1 - P1/WP1 P2 CG1

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

SIGN INSTALLATION DETAILS

SCALE: NTS

ROOM ID WITH INSERT - TYPE A

SCALE: NTS

EXIT - TYPE B

SCALE: NTS

EXISTING SIGNAGE PHOTO

NOTES - SIGNAGE

1 REFER TO ABAAS REQUIREMENTS & IN001

REGARDING SIGN MOUNTING HEIGHT, USE OF

PICTOGRAMS, FINISH & CONTRAST.

2 SIGN FINISHES, STYLES & COLORS ARE TO

MATCH EXISTING INTERIOR BUILDING SIGNAGE.

3 SIGNS ARE MOUNTED 3" FROM LATCH SIDE OF

DOOR FRAME OR OPENING AND MOUNTED

PERPENDICULAR TO THE LATCH SIDE OR DOOR

OPENING WHERE WALL SPACE DOES NOT

ALLOW. CENTERLINE OF SIGNS TO BE MOUNTED

AT 60" AFF. SEE IN001 FOR MOUNTING

INFORMATION.

4 SIGNS MOUNTED ON GLASS TO HAVE MATCHING

BACKER PLATE OF THE SAME SHAPE AS THE

SIGN AND SHALL MATCH THE COLOR OF THE

SIGN.

5 SIGNS MOUNTED ON THE EXTERIOR MUST BE

CONSTRUCTED OF DURABLE

FACTORY-FINISHED BAKED ENAMEL WITH

REFLECTIVE SHEETING. FASTENERS SHALL BE

CONCEALED AND RUST PROOF.

6 PROVIDE REQUIRED MOUNTINGS / HANGING

MECHANISMS FOR SPECIFIED SIGNS PER

MANUFACTURERS RECOMMENDATIONS FOR

LOAD.

7 SURFACE APPLIED VINYL LETTERS OR

GRAPHICS THAT CAN BE RUBBED OFF OR

DAMAGED AND EXPOSED PAPER INSERTS ARE

PROHIBITED.

8 CONTRACTOR TO PROVIDE SOFTWARE,

ADDITIONAL MESSAGE SLOTS FOR FUTURE

INSERTS & ATTIC STOCK FOR SIGNS;

COORDINATE WITH OWNER.

9 UNLESS NOTED OTHERWISE, TEXT ON SIGNS

ARE IN ALL CAPITAL LETTERS.

10 CONTRACTOR TO CONFIRM THAT THE

GOVERNMENT HAS REVIEWED AND APPROVED

ALL SIGNAGE MESSAGE VERBIAGE, FINAL ROOM

NUMBERS AND FINAL ROOM NAMES; PRIOR TO

ORDERING SIGNAGE PACKAGE.

11 CONTRACTOR TO COORDINATE NUMERICAL

REPRESENTATIONS AND SIGN VERBIAGE WITH

OWNER FOR APPROVAL PRIOR TO FABRICATION.

12 EXTERIOR SIGNS MUST CONFORM TO

MANUFACTURER RECOMMENDATIONS FOR

APPLICATION AND ARE TO COMPLY WITH BASE

STANDARDS.

13 EXTERIOR DOORS SHALL RECEIVE ROOM

NUMBER PLAQUE ON EXTERIOR HEADER OF

DOOR FRAME; UNLESS DIRECTED OTHERWISE

BY GOVERNMENT / OWNER.

14 CONTRACTOR TO PROVIDE FLAG SIGNS

INDICATING DEFIBRILLATORS, FIRE

EXTINGUISHERS, FIRST AID KITS AND EYEWASH

STATION LOCATIONS. SIGNAGE TO BE PROVIDED

AT EACH LOCATION OF CORRESPONDING

SAFETY EQUIPMENT.

SCALE: NTS

DETAIL - EXISTING WALL

PROTECTION/CORNER GUARD

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

DETAIL - WALL PROTECTION /

CORNER GUARD CONDITION

SCHEDULE - INTERIOR SIGNAGE

SIGN #

SIGN

TYPE

ROOM

NUMBER ROOM NAME SIGN MESSAGE / "DESCRIPTION" COMMENTS

1 A 162A OFFICE "162A / PRINTABLE INSERT (ROOM / OCCUPANTS NAME AND TITLE (DETERMINED BY OWNER)"

2 A 162 EXISTING INDUSTRIAL SPACE "162 / PRINTABLE INSERT (ROOM / OCCUPANTS NAME AND TITLE (DETERMINED BY OWNER)"

3 A 162B PB STOR "162B / PRINTABLE INSERT (ROOM / OCCUPANTS NAME AND TITLE (DETERMINED BY OWNER)"

4 A 163 GAS CYLINDER "163 / PRINTABLE INSERT (ROOM / OCCUPANTS NAME AND TITLE (DETERMINED BY OWNER)"

5 B 162 EXISTING INDUSTRIAL SPACE EXIT MOUNTED ON DOOR

6 A 1000B LOCKED STORAGE "1000B / PRINTABLE INSERT (ROOM / OCCUPANTS NAME AND TITLE (DETERMINED BY OWNER)"

7 A 1000A WAREHOUSE STORAGE "1000A / PRINTABLE INSERT (ROOM / OCCUPANTS NAME AND TITLE (DETERMINED BY OWNER)"

8 B C010 CORRIDOR EXIT MOUNTED ON DOOR

9 A 1002 TR "1002 / PRINTABLE INSERT (ROOM / OCCUPANTS NAME AND TITLE (DETERMINED BY OWNER)"

10 B 1000A WAREHOUSE STORAGE EXIT MOUNTED ON DOOR

11 A 1000F ACCESSIONING "1000F / PRINTABLE INSERT (ROOM / OCCUPANTS NAME AND TITLE (DETERMINED BY OWNER)"

12 A 157A RECEIVING/ RECEPTION "157A / PRINTABLE INSERT (ROOM / OCCUPANTS NAME AND TITLE (DETERMINED BY OWNER)"

13 A 162C OFFICE "162C / PRINTABLE INSERT (ROOM / OCCUPANTS NAME AND TITLE (DETERMINED BY OWNER)"

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

0 1'-0" 2'-0" 4'-0"

SCALE: NTS

DETAIL - INTERIOR WALL TRANSITION

M A

R K

D E

S C

N D

A T

E A

P P

R a

N G

C O

R R

J U

N E

A S

G a

SUPPLY AIR FLEX DUCT

(LOW PRESSURE) MAX.

LENGTH 5'-0"

REHEAT COIL WHERE

SPECIFIED SEE PIPING DETAIL

FOR SPECIALTIES

DISCHARGE ATTENUATOR

WHERE SPECIFIED

FLEX INLET DUCT

(MEDIUM PRESSURE)

MAX. LENGTH 2'-0"

PRESSURE TAPS FOR FIELD

AIR FLOW SETTINGS

OUTLET VOLUME

DAMPER

PROVIDE RIGID INSULATED ROUND

DUCT FOR RUNOUTS OVER 8'-0"

FROM MAIN(TYPICAL ALSO FOR

DISCHARGE DUCT)

AIR TERMINAL BOX TYPICAL ANY

TYPE (SEE SCHEDULES FOR

CAPACITIES)

EXTERNALLY WRAP INSULATION

OVER SUPPLY AIR INLET DUCT.

PROVIDE CEILING ACCESS TO

EACH TERMINAL BOX IN

NON-ACCESSIBLE CEILINGS.

PROVIDE A MIN. OF 18" (OR 2X INLET DIA. FOR

INLETS >10" D.) OF STRAIGHT, HARD DUCT

BEFORE INLET. POSITION ANY TRANSITIONS

BEFORE INLET DUCT.

VOLUME CONTROLLER

'NYLON' TIES

HANGER STRAP

CEILINGDAMPER OPERATOR

AIR

FLOW

DISCHARGE PLENUM (SEE PLAN

FOR ARRANGEMENTS)

OR MAY BE DIRECTLY DUCTED

HWR

HWS

COIL

MANUAL AIR VENT

PRESSURE GAUGE

THERMOMETER IN WELL (TYP)

2-WAY ATC VALVE

MANUAL CALIBRATED

BALANCING VALVE (TYP)

ISOLATION VALVE (TYP)

PRESSURE/TEMPERATURE PORT (TYP)

STRAINER (TYP)

TYPICAL UNION FOR SMALLER PIPE

SIZES, FLANGES FOR LARGER SIZES

3/4" DRAIN VALVE WITH HOSE

CONNECTION, CAP, & CHAIN (TYP)

RISER RUNOUT

BRANCH PIPING TAKE-OFF

SUPPLY AND RETURN MAINS

ISOLATION VALVE (TYP)

2" AND BELOW: BALL VALVE

2-1/2" AND ABOVE: BUTTERFLY

VALVE

BRANCH PIPING: PIPING

FROM MAIN CONNECTING

TWO OR MORE DEVICES

FLOOR LEVEL

SUPPLY AND

RETURN MAINS

ISOLATION VALVE (TYP)

2" AND BELOW: BALL VALVE

2-1/2" AND ABOVE: BUTTERFLY VALVE

DRAIN VALVE (BALL VALVE)W/

HOSE BIBB ADAPTOR (TYP)

BALANCING VALVE

NON COMPRESSIVE EXTRUDED

POLYSTYRENE INSULATION.

CONTRACTOR TO COORDINATE

COMPRESSIVE STRENGTH WITH

EQUIPMENT WEIGHT.

SECURE AT BASE AND

CAP 12" O.C.

PRE-FAB SUPPORT RAIL

ROOFING UP UNDER

METAL CAP

12" MIN.

ROOF INSULATION

ROOFING

STEEL ROOF DECK

NOTE:

1. WOOD NAILERS, ROOFING AND ANY ADDITIONAL

STRUCTURAL SUPPORT BY GENERAL CONTRACTOR.

.3-1/2"

1-1/2"

METAL CAP

DRAIN PAN

CLEAN OUT

PLUG

PITCH DOWN

TOWARDS DRAIN DRAIN LINE SIZE FULL SIZE

OF DRAIN PAN OUTLET

"X"

"Y"

DRAIN PLUG

POSITIVE PRESSURE APPLICATION

(BLOW THROUGH UNIT)

"X" = TOTAL FAN SP + 2"

"Y" = 2" MINIMUM

NEGATIVE PRESSURE APPLICATION

(DRAW THROUGH UNIT)

"X" = 1/2 "Y"

"Y" = TOTAL FAN SP + 2"

BIRDSCREEN PRE-FAB CURB

EXHAUST DUCT

MOTORIZED DAMPER

ROOF

ACCESS DOOR

SEE ARCH. DWG. FOR

FLASHING DETAILS

NOTE:

FAN CONTAINS VIBRATION ISOLATORS FOR SUPPORTING

THE DRIVE ASSEBLY AND FAN WHEEL.

CONDUIT

WIRING BY OTHERS

EQUIPMENT BASE

OR LEG

NEOPRENE PAD

ISOLATION MOUNTS

STRUCTURAL PLATFORM

ANCHOR TO STRUCTURAL PLATFORM

1 2 3 4 5

PLATE REFERENCE

NUMBER

SHEET OF

P L

O T

D A

T E

L O

T S

C A

L E

S U

B M

E D

B Y

D W

N B

D E

N E

D B

Y : C

K D

B Y

D A

T E

E N

A M

S O

N N

C O

N T

R A

C T

N O

C A

T E

G O

R Y

C O

D E

US ARMY CORPS

OF ENGINEERS

PHILADELPHIA

DISTRICT

D O

V E

R A

O R

C E

B A

S E

A R

M E

D F

O R

C E

S M

E D

L E

X A

E R

S Y

S T

E M

F A

A S

N O

T E

-0

U -2

-B

-0

R M

Y E

N G

E R

T R

C O

R P

S O

F E

N G

E R

1 2 3 4 5

-D o v e r

A F

M E

S W a re h o u s e

U -1

-D

-0

P M

M-502

M E

C H

A N

D E

T A

D W

H A

J K

B D

U E

D F

O R

C O

N S

T R

U C

-0

-1

SCALE: NTS2

AIR TERMINAL BOX INSTALLATION

SCALE: NTS4

COIL PIPING W/2-WAY VALVES DETAIL

SCALE: NTS3

TYPICAL PIPING TAKE-OFF DETAILS

SCALE: NTS6

SUPPORT RAIL

SCALE: NTS7

CONDENSATE TRAP/DRAIN DETAIL

SCALE: NTS1

ROOF MOUNTED CENTRIFUGAL EXHAUST FAN DETAIL

SCALE: NTS5

AHU MOUNTING DETAIL

M A

R K

D E

S C

N D

A T

E A

P P

R a A

M D

U N

B D

M a

Brandon.Maseth Image

K L M

M.8

P.2

P R S T

15.5

1 2

3 4

(TYP.)

8 2

14.3

15.8

N.2M.4M.2

(TYP.)

1 2 3 4 5

PLATE REFERENCE

NUMBER

SHEET OF

P L

O T

D A

T E

L O

T S

C A

L E

S U

B M

E D

B Y

D W

N B

D E

N E

D B

Y : C

K D

B Y

D A

T E

E N

A M

S O

N N

C O

N T

R A

C T

N O

C A

T E

G O

R Y

C O

D E

US ARMY CORPS

OF ENGINEERS

PHILADELPHIA

DISTRICT

D O

V E

R A

O R

C E

B A

S E

A R

M E

D F

O R

C E

S M

E D

L E

X A

E R

S Y

S T

E M

F A

A S

N O

T E

-0

U -2

-B

-0

R M

Y E

N G

E R

T R

C O

R P

S O

F E

N G

E R

KEY PLAN

1 2 3 4 5

-D o v e r

A F

M E

S W a re h o u s e

U -1

-D

-0

P M

MD111

M E

C H

A N

D E

M O

P L

A N

S T

F L

O O

D W

H A

J K

B D

U E

D F

O R

C O

N S

T R

U C

-0

-1

KEYNOTES

1 REMOVE AND RELOCATE EXISTING SERVER

ROOM AIR COOLED CONDENSER. MOVE AND

RE-ENABLE ONE UNIT AT A TIME TO MAINTAIN

COOLING. COORDINATE AND SCHEDULE

OUTAGES WITH GOVERNMENT.

2 PROVIDE TEMPORARY AIR CONDITIONING FOR

TIMES WHEN AIR CONDITIONING IS OUT OF

SERVICE.

3 REMOVE AND RELOCATE EXISTING

TELECOMMUNICATIONS AIR COOLED

CONDENSING UNIT. COORDINATE AND

SCHEDULE OUTAGES WITH GOVERNMENT.

4 REMOVE EXISTING REFRIGERANT PIPING.

RECLAIM AND RECYCLE REFRIGERANT. CAP

OPEN ENDS OF PIPING DURING CONSTRUCTION.

PROVIDE RECYCLYING DOCUMENTATION TO

GOVERNMENT.

6 REMOVE EXISTING DUCTWORK IN ITS ENTIRETY

INCLUDING BUT NOT LIMITED TO HANGERS,

ANCILLARY SUPPORTS, ANCHORS, INSULATION.

PROVIDE AND SEAL SHEETMETAL CAPS ON

OPEN ENDS OF DUCTWORK DURING

CONSTRUCTION.

7 REMOVE EXISTING VAV BOX IN ITS ENTIRETY

INCLUDING BUT NOT LIMITED TO HANGERS,

ANCILLARY SUPPORTS, ANCHORS, INSULATION,

ASSOCIATED THERMOSTAT, WIRING, CONDUIT

AND CONTROLS.

8 COORDINATE AIR DISTRIBUTION OUTAGES WITH

GOVERNMENT.

9 COORDINATE WORK IN THIS AREA WITH

GOVERNMENT CONTRACT REPRESENTATIVE.

10 CAP OPEN END OF DUCT WITH LIKE THICKNESS

SHEET METAL. SEAL AIR TIGHT. TYPICAL OF 2.

11 TEMPORARY CONDITIONING SHALL CONSIST OF

8 TONS R.

12 TEMPORARY CONDITIONING SHALL CONSIST OF

12 TONS R FOR EACH UNIT.

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

MECHANICAL DEMOLITION - 1ST FLOOR PLAN

SCALE:

4' - 0" 8' - 0" 16' - 0"

1/8" = 1' - 0"

M A

R K

D E

S C

N D

A T

E A

P P

R a A

M D

U N

B D

M a a

Brandon.Maseth Image

M.2

15.8

P.2

14.314.3

15.515.5

2' - 8" 4' - 5" 4' - 10" 17' - 6" 10' - 0" 25' - 3"

M.4

M.8

N.2

13.9 13.9

L.9

M.5 N P R

2' - 8" 4' - 5" 4' - 10" 6' - 9" 10' - 9" 3' - 3" 6' - 9" 23' - 3"

2' - 0"

28' - 0"

W F

WF20

W F

(-1'-10")

-1 0"

(-1'-10")

-1 0"

(-1'-10")WF20

F5.5 F5.0

F8.0

F5.0F5.5F5.5

F5.0 F5.0

WF20

W F

1' -1

BOLLARD (TYP)

RE: 11/S-501

S-10

RE: NOTE 14

S-311

FACE OF

EXISTING BLDG

FACE OF

EXISTING BLDG

NEWEXISTING

E X

N E

S-311

1' - 5"

FACE OF

EXISTING BUILDING

S-311

F5.5

RE: NOTE 15

C1 1' - 10"

O R

B E

FACE OF

EXISTING BUILDING

S-311

C3C3

1' - 10"

C J, T Y

CJ, TYP

16' - 0"

3' - 0"

F6.0

F4.0

RE: NOTE 13

2' - 6"

GB1

P.3 P.4

14.8

S-311

CLEAR ZONE, R

E: A

RCH

RE: NOTE 10

(TYP)

S-311

RE: NOTE 10

(TYP)

3' - 0" 1'-6" MIN

S-311

STEP FTG

RE: NOTE 18

WF20 (-2' - 10")

WF20 (-1' - 10")

FOUNDATION PLAN NOTES:

1. RE: DRAWING S-001 FOR GENERAL NOTES AND

DESIGN CRITERIA.

2. COORDINATE DIMENSIONS, WALL OPENINGS,

ELEVATIONS, SECTIONS, AND DETAILS WITH

ARCHITECTURAL DRAWINGS.

3. THE CONTRACTOR IS TO COORDINATE

DIMENSIONS, WALL OPENINGS, ELEVATIONS,

SECTIONS, DETAILS, AND NEW EQUIPMENT

WITH ARCHITECTURAL DRAWINGS AND FIELD

CONDITIONS. DO NOT SCALE DRAWINGS.

VERIFY ALL DIMENSIONS WITH EXISTING

CONDITIONS AND REPORT ALL DISCREPANCIES

TO ARCHITECT.

4. TOP OF SLAB ELEVATION = RE: CIVIL. THIS IS

THE DATUM ELEVATION = 0’-0”. ALL

ELEVATIONS ARE REFERENCED FROM THIS

ELEVATION.

5. TOP OF CONCRETE FOOTING ELEVATIONS =

-1'-6" (TYP UNO).

6. TOP OF GRADE BEAM

ELEVATIONS = -1'-6" (TYP, UNO).

7. S-# DENOTES A REINFORCED CONCRETE SLAB-

ON-GRADE PLACED OVER A VAPOR RETARDER

AND 4" DRAINAGE BASE COURSE MATERIAL.

a. S-10 = 10” THICK CONCRETE REINFORCED

WITH #4 @ 10" O.C. EW.

b. VAPOR BARRIER UNDER SLAB ON GRADE TO

BE 10 MIL MINIMUM THICKNESS AND MUST

BE SEALED AT FOUNDATION PERIMETER

AND AT ALL PENETRATIONS.

8. CJ DENOTES SLAB CONTROL JOINT. SPACE

SLAB CONTROL JOINTS AT COLUMNS, AND

EQUALLY BETWEEN COLUMNS, AS SHOWN AT

A SPACING NOT EXCEEDING 18’-0” WITH A

LENGTH TO WIDTH RATIO NO GREATER THAN

1.5:1.0 RE: 1/S-501.

9. PROVIDE SLAB ISOLATION JOINT AT ALL

COLUMNS. RE: 3/S-501.

10. PROVIDE ADDITIONAL SLAB REINFORCEMENT

AT ALL RE-ENTRANT CORNERS AND

DISCONTINUOUS SLAB JOINTS. RE: 4/S-501.

11. RE: DRAWING S-501 FOR TYPICAL FOUNDATION

AND SLAB DETAILS.

12. FD INDICATES APPROXIMATE LOCATION OF

FLOOR DRAIN. COORDINATE MECHANICAL

PENETRATIONS W/ M/E/P DRAWINGS.

13. FOUNDATIONS AND SLAB ON GRADES ARE TO

BE PLACED ON SOIL IMPROVED AGGREGATE

PIERS. RE: NOTE F-2 ON S-001. PROVIDE 5'-0"

CLEARANCE FROM CENTERLINE OF

AGGREGATE PIER TO FACE OF EXISTING

BUILDING VENEER DUE TO VIBRATION IMPACTS

TO EXISTING BUILDING. AGGREGATE PIERS

MAY BE CLOSER TO EXISTING BUILDING

PROVIDED THAT VIBRATION LIMITS NOTED IN

THE SPECIFICATIONS ARE NOT EXCEEDED.

FINAL DESIGN AND AGGREGATE PIER

LOCATIONS IS BY SPECIALTY CONTRACTOR.

14. EXISTING CONCRETE PADS TO REMAIN.

FIELD VERIFY LOCATIONS.

15. HIGH DENSITY STORAGE. RE: ARCH FOR

LOCATION. SPACE SURFACE MOUNTED RAILS

AS REQUIRED TO NOT EXCEED 1375 PLF RAIL

LINE LOAD. GC TO COORDINATE SURFACE

MOUNTED RAIL LOCATIONS WITH HIGH DENSITY

STORAGE MFR.

16. FD INDICATES APPROXIMATE LOCATION OF

FLOOR DRAIN. COORDINATE MECHANICAL

PENETRATIONS WITH M/E/P DRAWINGS.

17. GB# DENOTES GRADE BEAM.

RE: SCHEDULE ON S-502.

18. STEP FOOTING FOR SANITARY LINE.

RE: PLUMBING FOR LOCATION. RE: 7/S-501 FOR

STEPPED FOOTING DETAIL.

FOOTING LEGEND

FXX (X'-X")

COLUMN FTG MARK

(RE: SCHED ON S-601)

T/FTG EL

(IF DIFFERENT

FROM TYP)

PIER = FTGCL

F T

G C L

PX (X'-X")

PIER MARK

(RE: SCHED ON S-601)

COL MARK

(RE:SCHEDULE

ON S-601)

T/PIER EL

(IF DIFFERENT

FROM TYP)

PNN

1 2 3 4 5

PLATE REFERENCE

NUMBER

SHEET OF

P L

O T

D A

T E

L O

T S

C A

L E

S U

B M

E D

B Y

D W

N B

D E

N E

D B

Y : C

K D

B Y

D A

T E

E N

A M

S O

N N

C O

N T

R A

C T

N O

C A

T E

G O

R Y

C O

D E

US ARMY CORPS

OF ENGINEERS

PHILADELPHIA

DISTRICT

D O

V E

R A

O R

C E

B A

S E

A R

M E

D F

O R

C E

S M

E D

L E

X A

E R

S Y

S T

E M

F A

A S

N O

T E

-0

U -2

-B

-0

R M

Y E

N G

E R

T R

C O

R P

S O

F E

N G

E R

KEY PLAN

1 2 3 4 5

-D o v e r

A F

M E

S W a re h o u s e

U -1

-D

-0

P M

SB111

F O

U N

D A

N P

L A

N S

L A

B P

L A

N L

B D

Y H

D R

U E

D F

O R

C O

N S

T R

U C

-0

-1

1/8" = 1'-0"

FOUNDATION PLAN

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

0 4'-0" 8'-0" 16'-0"

M A

R K

D E

S C

N D

A T

E A

P P

R a C

L A

H D

E N

Y S

T O

R A

G E

R A

U N

D R

B a

02 JUNE 2020

A111

A311

AD111

C502

Sheets and Views

C-502

IF110

172884-Dover AFMES Warehouse - IF110 - INTERIOR FURNITURE AND EQUIPMENT - 1ST FLOOR PLAN

IN001

M502

172884 - Sheet - M-502 - MECHANICAL - DETAILS

MD111

SB111

Sheets

SB111 - FOUNDATION PLAN / SLAB PLAN

File details come from the government source that posted it. Updated Jun 8, 2020.