100_pct_Part5.pdf

1ST FLOOR

0"

2ND FLOOR

12'-0"

ROOF BEARING

24'-0"

A B C D E F G H I J K

TOP OF ROOF

40'-0"

LIGHT GAUGE

METAL TRUSSES

AE322

Sim

AE322

Sim

AE113

1ST FLOOR

0"

2ND FLOOR

12'-0"

ROOF BEARING

24'-0"

A B C D E F G H I J K

WORKSTATIONS

WORKSTATIONS

BREAK

ROOM

BREAK

ROOM

LOBBY/ATRIUM

WORKSTATIONS

WORKSTATIONS

TOP OF ROOF

40'-0"

LIGHT GAUGE

METAL TRUSSES

MODIFY TRUSSES

TO ACCOMODATE

ELEVATOR SHAFT,

TYP.

AE621

GENERAL NOTES

1. STRUCTURAL ITEMS ARE IDENTIFIED

FOR GRAPHICAL PURPOSES ONLY.

REFER TO STRUCTURAL DRAWINGS

FOR INFORMATION AND COORDINATION.

MSA, P.C.

Environmental Sciences Planning Surveying Civil & Environmental Engineering Landscape Architecture

5033 Rouse Drive, Virginia Beach, VA 23462 757-490-9264 (Ofc) 757-490-0634 (Fax) www.msaonline.com

M

AS

A Serv ic e

D is ab l e d Ve t e ran Owned Sma ll Bus iness

SDVOSB

CVE

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F o n e e ig h th in ch o n e f o o t o n e q u a rt e r in ch o n e f o o t th re e e ig h th s in ch o n e f o o t o n e h a lf in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e in ch o n e f o o t o n e a n d o n e h a lf in ch o n e f o o t th re e in ch e s o n e f o o t

6"

6" 6"

6" 6"

Office of Construction and Facilities Management

Department of Veterans Affairs

Drawing Number

Building Number

Project Number

DrawnChecked

Location

Date

Project TitleDrawing Title

Approved: Project Director

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER PROFESSIONAL SEALCONSULTANTS:

Miller-Remick LLC M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856) 429-4000

FAX: (856) 429-5002

MR PROJECT NO: 0500-0006

FULLY SPRINKLERED

401 Woodbourne Ave Baltimore, Maryland 21212

T 410-435-6677 | F 410-435-6868 www.PenzaBailey.com

R :\R ev it

C en tra l F ile s\

- V

A Bu ild in g

\C 4-

1-

VA

- C op y_

LT

.rv t

AE313

ARCHITECTURAL

BUILDING SECTION

REPLACE BUILDING 71

03.28.2018 AR RR

BID DOCUMENTS

590-604

HAMPTON, VIRGINIA

PBA No. 16041

1/8" = 1'-0"1 BUILDING SECTION THROUGH HALL

1/8" = 1'-0"2

BUILDING SECTION THROUGH

ELEVATOR SHAFT

No. DESCRIPTION DATE

2ND FLOOR

12'-0"

ROOF BEARING

24'-0"

TYPICAL BRICK FACED WALL ASSEMBLY: W1

• 3 5/8" x 2 1/4" x 7 5/8" BRICK MASONRY

• AIRSPACE

• 1" CAVITY MORTAR NET

• 2.5" CONTINUOUS MINERAL WOOL INSULATION BOARD

MECHANICALLY FASTENED

• SELF ADHERED VAPOR PERMEABLE AIR/WATER BARRIER

• 5/8" EXT. GYPSUM BOARD

• 6" NOMINAL STEEL STUDS @ 16" O.C.

W/ HORIZONTAL BLOCKING AT MID-HEIGHT

• MINERAL WOOL INSULATION (FULL CAVITY)

• 5/8" TYPE X GYPSUM WALL BOARD, PAINTED

CAST IN PLACE CONCRETE

FOUNDATION

(REFER TO STRUCTURAL)

FULL SPANNING PRECAST

CONCRETE HEADER

PRECAST CONCRETE SILL

W/ DRIP (TYP.)

ALUMINUM STOREFRONT WITH SHADES.

REFER TO SCHEDULES FOR SIZES

GALVANIZED LOOSE LINTEL

(REFER TO STRUCTURAL

FOR SIZES)

TRANSITION MEMBRANE

FLASHING INCL TERM BAR

(TYP.)

PRECAST CONCRETE SILL

SLOPED AWAY FROM

BUILDING (TYP.)

SOLID SURF. INTERIOR

WINDOW STOOL AND

APRON (TYP.)

BRICK RETURNS AT JAMB

BACKER ROD AND SEALANT PROVIDE BREAK FORM SUB SILL PAN

FLASHING TO MATCH STOREFRONT ON

CONTINUOUS BEAD OF SEALANT WITH

CONTINUOUS SEALANT BETWEEN SILL

AND PRECAST (TYP.)

WRAP TRANSITION MEMBRANE INTO

OPENING FULL DEPTH OF WALL FRAMING

AT HEAD, SILL, AND JAMB (TYP.)

THROUGH WALL FLASHING

WITH WEEPS IN MASONRY

ABOVE. COMPLETE WITH

TRANSITION MEMBRANE

AND TERM BAR.

PROVIDE HEAD FLASHING

TIED INTO WRB

PROVIDE MASONRY TIES AT 16"

O.C. HORIZONTAL AND VERTICAL

UNLESS OTHERWISE NOTED. SEE

STRUCTURAL (TYP.)

REFER TO STRUCTRUAL

DRAWINGS FOR

STRUCTURAL STEEL SIZES,

LOCATIONS AND BRACING

THROUGH WALL FLASHING

WITH WEEPS

TYPICAL ROOFING ASSEMBLY: RF:1

• 25 YEAR ARCHITECTURAL ASPHALT SHINGLE

• ROOFING UNDERLAYMENT W/ ICE AND WATER MEMBRANE

FOR FIRST 2' UP EAVES AND VALLEYS (TYP.)

• VENTED NAILBOARD

• 2 LAYERS OF 2.5" POLY ISO INSULATION (STAGGERED)

• 5/8" EXTERIOR GYPSUM BOARD

• METAL DECK

• PREFABRICATED LIGHT GAUGE TRUSSES

• 7/8" FURRING HAT CHANNELS

• 2 LAYERS OF 5/8" TYPE X GWB (WHERE INDICATED)

• SUSPENDED CEILING SUPPORTS AS REQ'D

• SOFFIT AND RIDGE VENTS

TRANSITION MEMBRANE

FLASHING

PROVIDE STRUCTURAL LINTEL AND

REINFORCING AT OPENING. REFER

TO STRUCTURAL AND SHEETS AE721,

AE722 .

THROUGH WALL FLASHING

WITH WEEPS IN MASONRY

GWB

TYPICAL SECOND FLOOR ASSEMBLY: FL-

• FINISH FLOORING. SEE FINISH SCHEDULE

• CONCRETE SLAB (SEE STRUCTURAL)

PROVIDE SLIP CHANNELS

DESIGNED BY COLD FORM

FRAMING MANUFACTURER

(TYP.)

THROUGH WALL FLASHING

WITH WEEPS IN MASONRY

BACKER ROD

AND SEALANT

FULLY GROUT BELOW SLAB W/

2.5" EPS INSULATION BACKUP

1' -0

6"

POLYASH FASCIA

BRICK SOLDIER COURSE

EDGE OF SLAB

11 1/2"

INSIDE FACE OF FRAMING

1'-2" FACE OF BRICK TO

SLOP

PREFABRICATED MTL

TRUSSES (TYP.)

SUSPENDED

CEILING

SUPPORTS

SLOP

SOLID SURF. INTERIOR

WINDOW STOOL AND

APRON (TYP.)

BEADED MTL SOFFIT W/ J-

HALF ROUND EAVESTROUGH COMPLETE

WITH DOWNSPOUTS HANGERS AND

SUPPORT (TYP.)

PREFINISHED MTL DRIP EDGE

SOFFIT VENT (TYP.)

PRESSURE TREATED FASCIA WRAPPED IN ROOF

MEMBRANE

WRAPPED IN PREFINISHED METAL (TYP.)

5/8" TYPE X GWB WRAPPED W/ SELF

ADHERING MEMBRANE AND COVERED

WITH PREFINISHED MTL (TYP.)

INSULATED SOFFIT

ASPHALT SHINGLE STARTER COURSE

DRIP EDGE AND SOFFIT

CONTINUOUS BEAD OF SEALANT BETWEEN

FOOTING AND CONCRETE WALL

4"

4" DOUBLE LAYER OF WATERPROOFING

MEMBRANE AT INSIDE CORNER

(TYP.)

WRAP FOOTING, FOUNDATION AND

SLAB EDGE IN WATERPROOFING

MEMBRANE AND TIE INTO SUB-

SLAB POLY BARRIER (TYP.)

TRANSITION MEMBRANE W/ TERM BAR LAPPED

OVER THROUGH WALL FLASHING WITH WEEPS

IN MASONRY. RUN WATERPROOFING

MEMBRANE UP WALL SHEATHING BEHIND

THROUGH WALL FLASHING. TRANSITION TO AIR

BARRIER MEMBRANE ABOVE THROUGH WALL

FLASHING. (TYP.)

DESIGN OF COLD

FORM STUDS BY

OTHERS. SHOWN

FOR GRAPHIC

PURPOSES ONLY

PROVIDE METAL FRAMING

INCLUDING ALL KICKERS,

LINTELS, AND ACCESSORIES

TO SUPPORT EXTERIOR

MASONRY ELEMENTS.

REFER TO STRUCTURAL

(ITEMS INDICATED FOR

GRAPHIC PURPOSES ONLY)

1'-8"

1'-0" MIN

2 LAYERS OF 5/8" TYPE X

GWB AT UNDERSIDE OF

TRUSSES

/6 AE321

/6 AE321

/7 AE321

TYPICAL SLAB ON GRADE FLOOR ASSEMBLY: FL-

2 LAYERS THERMALLY INSULATIVE TAPE

BETWEEN STEEL ANGLES AND WRAPPED

INTO OPENING FULL DEPTH OF ANGLE.

3"

3' MINIMUM BETWEEN GRADE

AND BOTTOM OF FOOTING

P.T. FRTW

NAILER

AROUND

STOREFRONT

OPENINGS ALL

SIDES (TYP.)

EDGE OF SLAB

1'-0"

P.T. FRTW TO

UNDERSIDE OF DECK

M

IN6"

C

O U

R

SE

S

/2

THROUGH WALL FLASHING

MEMBRANE

DRAINAGE TILE

DRAINAGE MAT

1.5" EPS INSULATION

AND DRAINAGE MAT

APPLIED

FILTER FABRIC

FREE DRAINING

FILL

1ST FLOOR

0"

2ND FLOOR

12'-0"

ROOF BEARING

24'-0"

DOOR THRESHOLD INSTALLED ON

CONTINUOUS BEAD OF SEALANT.

PROVIDE SELF ADHERED WATERPROOFING

/SILL FLASHING CONTINUOUS WITH FOOTING.

CAST IN PLACE

CONCRETE FOUNDATION

(REFER TO STRUCTURAL)

TYPICAL SLAB ON GRADE FLOOR ASSEMBLY: FL-1

• FINISH FLOORING. SEE FINISH SCHEDULE

• CONCRETE SLAB ON GRADE (SEE STRUCTURAL)

• POLYETHYLENE SHEET VAPOR BARRIER

• 2 1/2" R10 CONTINUOUS EPS INSULATION (24" MIN TO THE INTERIOR)

• COMPACTED GRANULAR AS PER STRUCTURAL

TYPICAL EXTERIOR PAVING SLAB ASSEMBLY: FL-

• CONCRETE SLAB ON GRADE (SEE STRUCTURAL)

TYPICAL ROOFING ASSEMBLY: RF-1

TRANSITION MEMBRANE W/ TERM BAR LAPPED

OVER THROUGH WALL FLASHING

THROUGH WALL FLASHING

POLYURETHANE SIMULATED

WOOD TRIM

EXTRUDED ALUMINUM SILL BY BY

STOREFRONT MANUFACTURER

WEEPS IN

PROVIDE METAL FRAMING

INCLUDING ALL KICKERS,

LINTELS, AND ACCESSORIES

TO SUPPORT EXTERIOR

MASONRY ELEMENTS.

REFER TO STRUCTURAL

(ITEMS INDICATED FOR

GRAPHIC PURPOSES ONLY)

PRE-ENGINEERED

ALUMINUM

POLYURETHANE SIMULATED

WOOD TRIM (TYP.)

/5 AE212

/4 AE212

REFER TO

STRUCTURAL

TYPICAL WALL ASSEMBLY: W-4

• 3 5/8" GLAZED BRICK

• AIRSPACE

• 1" CAVITY MORTAR NET

• 2.5" CONTINUOUS MINERAL WOOL

INSULATION BOARD

MECHANICALLY FASTENED

• SELF ADHERED VAPOR PERMEABLE

AIR/WATER BARRIER

• 5/8" EXT. GYPSUM BOARD

• 6" NOMINAL STEEL STUDS @ 16" O.C.

W/ HORIZONTAL BLOCKING AT MID-HEIGHT

• MINERAL WOOL INSULATION (FULL CAVITY)

• 5/8" TYPE X GYPSUM WALL BOARD, PAINTED

ALIGN BULKHEAD

WITH TOP OF

WINDOW AND

COLUMN BEYOND

PROVIDE REGLET EMBEDDED IN

CONTINUOUS BEAD OF SEALANT.

BREAK FORMED FLASHING WITH SLIP

JOINT BETWEEN WALL AND CANOPY

COMPLETE WITH CLIPS AND FASTENERS

2 LAYERS OF 5/8" TYPE

X GWB AT UNDERSIDE

OF TRUSSES

PREFABRICATED

LIGHT GAUGE

TRUSSES (TYP.)

REFER TO STRUCTRUAL

DRAWINGS FOR

STRUCTURAL STEEL SIZES

AND BRACING

SLOPE

2 LAYERS THERMALLY INSULATIVE TAPE

AROUND STEEL ANGLE AND FULL DEPTH

OF OPENING.

WRAP WRB OVER MEMBRANE COVERED

ANGLE AND PROVIDE HEAD FLASHING TO

WRAP INTO OPENING. FINISH TO MATCH

STORE FRONT.

PROVIDE TRANSITION MEMBRANE W/

TERM BAR FLASHING OVER THROUGH

WALL FLASHING WITH WEEPS IN

MASONRY.

PROVIDE P.T. FRTW NAILER

AT PERIMETER OF OPENINGS

(TYP.)

ALIGN BLKHD W/

OPENING

2 LAYERS THERMALLY INSULATIVE TAPE

BETWEEN STEEL ANGLES AND WRAPPED

INTO OPENING FULL DEPTH OF ANGLE.

PROVIDE HEAD FLASHING TIED INTO WRB

SLOPE

PROVIDE REGLET AND PREFINISHED

METAL FLASHING OVER SIMULATED

TRIM. FINISH TO MATCH TRIM

CONTINUOUS P.T. BLOCKING BENEATH

METAL SILL WRAPPED IN SELF ADHERED

MEMBRANE.

BULKHEAD: 5/8" TYPE X GWB

ON MTL STUDS. 2-1/2" MTL

STUDS AT UNDERSIDE OF

BEAM

1" OFFSET 10" +/-

OVERHANG

1'-4" +/-

EDGE OF SLAB

1'-0"

PROVIDE BOND BREAK BETWEEN

CONCRETE SLABS AND APPLY

THERMALLY

INSULATIVE TAPE BETWEEN EXTERIOR

SLAB AND INTERIOR SLAB/FOUNDATION

BACKER ROD AND SEALANT

GWB RETURN AT BASE

OF

WRAP FOOTING IN

WATERPROOFING MEMBRANE

AND TIE INTO BELOW SLAB

POLY BARRIER (TYP.)

AE321

Sim

1'-8"

MATCH COLUMN ENCLOSURE WIDTH

1" 1/

2"

PAINT REVEAL BLACK

1/2" 1/2"

6"

TOP OF CUBICLE

ONE SIDE GYP.

BD. ON STUD

FRAMING

NOTE:

HEIGHT TO BE

DETERMINED PL-1

P-3

2ND FLOOR

12'-0"

CL

CENTER LINE OF

STEEL

AND FACE OF

FRAMING ABOVE

3 5/8"

ALIGN F.F. OF

GWB.

3" EDGE OF SLAB

9'-4"

ATRIUM

HEA

SILL

VIF

FACE OF

SHEATHING

FACE OF

BRICK

5/

8"

5/ 8"

1" OVERHANG

FACE OF

SHEATHING

FACE OF

BRICK

OVERHANG

2"

1" OVERHANG

8" 8"7"

VIF

SILL

E

5/8" GYP. BD.

1.5" MTL

STEEL BEAM. SEE

STRUCT. DWGS.

ALIGN WITH BLKHD

OVER STOREFRONT

MSA, P.C.

Environmental Sciences Planning Surveying Civil & Environmental Engineering Landscape Architecture

5033 Rouse Drive, Virginia Beach, VA 23462 757-490-9264 (Ofc) 757-490-0634 (Fax) www.msaonline.com

M

AS

A Serv ic e

D is ab l e d Ve t e ran Owned Sma ll Bus iness

SDVOSB

CVE

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F o n e e ig h th in ch o n e f o o t o n e q u a rt e r in ch o n e f o o t th re e e ig h th s in ch o n e f o o t o n e h a lf in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e in ch o n e f o o t o n e a n d o n e h a lf in ch o n e f o o t th re e in ch e s o n e f o o t

6"

6" 6"

6" 6"

Office of Construction and Facilities Management

Department of Veterans Affairs

Drawing Number

Building Number

Project Number

DrawnChecked

Location

Date

Project TitleDrawing Title

Approved: Project Director

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER PROFESSIONAL SEALCONSULTANTS:

Miller-Remick LLC M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856) 429-4000

FAX: (856) 429-5002

MR PROJECT NO: 0500-0006

FULLY SPRINKLERED

401 Woodbourne Ave Baltimore, Maryland 21212

T 410-435-6677 | F 410-435-6868 www.PenzaBailey.com

R :\R ev it

C en tra l F ile s\

- V

A Bu ild in g

\C 4-

1-

VA

- C op y_

LT

.rv t

AE321

ARCHITECTURAL

TYPICAL WALL SECTIONS

REPLACE BUILDING 71

03.28.2018 AR RR

BID DOCUMENTS

590-604

HAMPTON, VIRGINIA

PBA No. 16041

1 1/2" = 1'-0"1 TYPICAL BRICK FACED WALL

1 1/2" = 1'-0"2 TYPICAL GABLE END DETAIL.

1 1/2" = 1'-0"4 SECTION DETAIL - LOW WALL

1 1/2" = 1'-0"5 BEAM DETAIL AT STAIR IN ATRIUM

1 1/2" = 1'-0"6 SECTION AT PRECAST FIRST FLOOR

1 1/2" = 1'-0"7 SECTION AT PRECAST SECOND FLOOR

1 1/2" = 1'-0"3 BEAM DETAIL AT ATRIUM

2ND FLOOR

12'-0"

ROOF BEARING

24'-0"

BACKER ROD AND SEALANT (VENTED TO

EXTERIOR) TRANSITION MEMBRANE

WRAPPED INTO ROUGH

OPENING AT HEAD, SILL,

AND JAMB (TYP.)

SILL FLASHING SLOPED TO EXTERIOR

SEALANT UNDER FLASHING

WRAP INSULATION EDGE WITH MESH-

REINFORCED BASE COAT (TYP.)

EIFS INSULATION COMPONENT

SLOPE GRADE

AWAY

DRAINAGE TRACK AND FLASHING

WRAP INSULATION EDGE WITH

REINFORCING MESH, TERMINATE BASE

COAT AT DRAINAGE TRACK

BACKER ROD AND SEALANT (VENTED TO

EXTERIOR)

HEAD FLASHING TO MATCH STOREFRONT

WINDOW

WRAP INSULATION EDGE WITH

REINFORCING MESH (TYP.)

SELF-FLASHING VENTING AND DRAINAGE

TRACK

PROVIDE EXPANSION JOINT AT FLOOR

LEVEL TRANSITION AND AS FURTHER

REQUIRED BY MANUFACTURER OF EIFS

SYSTEM

CAST IN PLACE

CONCRETE FOUNDATION

(REFER TO STRUCTURAL)

OUTLINE OF COLUMN

FOOTING BEYOND

(REFER TO STRUCTURAL)

TYPICAL EIFS FACED WALL ASSEMBLY: W3

• 2 1/2" VENTED AND FREE DRAINING EIFS SYSTEM

COMPLETE WITH TRANSITIONS, WEEPS, FLASHINGS,

VAPOR PERMEABLE AIR BARRIERS AND ADHESIVE

SYSTEM BY SELECTED MANUFACTURER

• 5/8" EXTERIOR GYPSUM BOARD

• 6" NOMINAL COLD FORM STEEL STUDS @ 16" O.C.

W/ HORIZONTAL BLOCKING AT MID-HEIGHT

• MINERAL WOOL INSULATION (FULL CAVITY)

• 5/8" GYPSUM WALBOARD, PAINTED

TYPICAL ROOFING ASSEMBLY: RF-1

1'-0"

ALIGN FACE OF

SHEATING WITH SLAB

EDGEREINF. PARGING OVER 1.5" EPS INSULATION

RATED FOR GROUND CONTACT.

WRAP FOOTING AND

FOUNDATION WALL WITH

WATERPROOFING MEMBRANE.

TIE INTO SUB-SLAB VAPOR

BARRIER

11" EDGE OF SLAB

TYPICAL SLAB ON GRADE

FLOOR ASSEMBLY: FL-1

SEALANT UNDER FLASHING

STOREFRONT. REFER TO SCHEDULES FOR

SIZES (TYP.)

AE321

Sim

FACE OF BRICK BEYOND

PROVIDE P.T. FRTW WOOD NAILER AROUND

EXTERIOR OPENINGS (TYP.)

WATERPROOFING MEMBRANE

8"

FREE DRAINING FILL

AROUND PERIMETER OF

FOUNDATION (TYP.)

DRAINAGE TILE (TYP.)

FILTER FABRIC (TYP.)

1ST FLOOR

0"

ROOF BEARING

24'-0"

TYPICAL ROOFING ASSEMBLY: RF-1

TYPICAL SLAB ON GRADE FLOOR ASSEMBLY: FL-1

• FINISH FLOORING. SEE FINISH SCHEDULE

• CONCRETE SLAB ON GRADE (SEE STRUCTURAL)

• POLYETHYLENE SHEET VAPOR BARRIER

• 2 1/2" R10 CONTINUOUS EPS INSULATION

(24" MIN TO THE INTERIOR)

• COMPACTED GRANULAR AS PER STRUCTURAL

1'-8"

CAST IN PLACE

CONCRETE FOUNDATION

(REFER TO STRUCTURAL)

TYPICAL BRICK FACED CMU WALL ASSEMBLY: W2

• 3 5/8" x 2 1/4" x 7 5/8" BRICK MASONRY WITH RACKING COURSES AS INDICATED

• AIRSPACE

• 1" CAVITY MORTAR NET

• 2.5" CONTINUOUS CAVITY ROCK INSULATION

MECHANICALLY FASTENED

• SELF ADHERED VAPOR PERMEABLE AIR/WATER BARRIER

• 7 5/8" X 7 5/8" X 15 5/8" CMU

TRANSITION MEMBRANE

W/ TERM BAR LAPPED

OVER THROUGH WALL

FLASHING (TYP.)

FULLY GROUT BELOW

SLAB W/ 2.5" EPS

INSULATION BACKUP

4"

EDGE OF SLAB

11 1/2"

2 LAYERS 5/8"

TYPE X GWB OVER

7/8" HAT

CHANNELS

1'-4" MIN.

DRAINAGE MAT

1.5" EPS INSULATION

WATERPROOFING MEMBRANE.

OVER FOUNDATION WALL

AE321

Sim

WEEPS IN

MASONRY (TYP.)

MASONRY TIES @

16" O.C. BOTH

VERTICALLY AND

HORIZONTALLY

UNLESS

OTHERWISE

NOTED. REFER

ALSO TO

STRUCTURAL.

1" X 10" POLYASH

FASICA BOARD

PROVIDE CONTINUOUS P.T. FRTW

BLOCKING AT PERIMETER WALLS

TO UNDERSIDE OF DECK.

WRAP FOOTING AND

FOUNDATION WALL WITH

WATERPROOFING MEMBRANE.

TIE INTO SUB-SLAB VAPOR

BARRIER

1'-4" MIN.

INSIDE FACE OF CMU

1'-4" FACE OF BRICK TO

CONTINUOUS BEAD OF SEALANT BETWEEN

FOOTING AND CONCRETE WALL (TYP.)

DOUBLE LAYER OF WATERPROOFING

MEMBRANE AT INSIDE CORNER

(TYP.)

WRAP SELF ADHERING MEMBRANE UP UNDERSIDE OF MTL

DECK AND SEAL ALL OPENINGS WITH FIRE RATED FOAM

TYPE SEALANT. (TYP.)

M

IN

6"

C

O U

R

SE

S

/2

FILTER FABRIC

FREE DRAINING FILL

DRAINAGE TILE (TYP.)

WRAP WATERPROOFING

MEMBRANE UP SLAB EDGE .

TRANSITION BETWEEN

WATERPROOFING AND AIR

BARRIER SYSTEM ABOVE

THROUGH WALL FLASHING

(TYP.)

THROUGH WALL

FLASHING

1ST FLOOR

0"

2ND FLOOR

12'-0"

ROOF BEARING

24'-0"

TYPICAL ROOFING ASSEMBLY : RF-

REFER TO STRUCTRUAL

DRAWINGS FOR STRUCTURAL

STEEL SIZES

TRANSITION MEMBRANE WRAPPED

OVER THROUGH WALL FLASHING

THROUGH WALL FLASHING WITH WEEPS

IN MASONRY

PROVIDE STRUCTURAL LINTEL AND REINFORCING AT

OPENING.

PROVIDE HEAD FLASHING TIED INTO WRB

BACKER ROD AND SEALANT

GWB RETURN AT

HEIGHT OF WINDOW

WRAP TRANSITION

MEMBRANE FULL DEPTH

OF OPENING AT HEAD,

JAMB, AND SILL (TYP)

TYPICAL SECOND FLOOR ASSEMBLY : FL-2

ALUMINUM CURTAIN WALL

COORDINATE SUPPORTS AND

REINFORCEMENT WITH

MANUFACTURER AND

STRUCTURAL

WRAP TRANSITION MEMBRANE

AND SILL FLASHING INTO

CURTAIN WALL ASSEMBLY AT

PRESSURE PLATE (TYP.)

TRANSITION MEMBRANE

LAPPED OVER THROUGH WALL

FLASHING WITH WEEPS IN

MASONRY

CAST IN PLACE

CONCRETE

FOUNDATION

(REFER TO

STRUCTURAL)

DOWNSPOUT TYP.

BRICK SOLDIER COURSE

SLAB

6" EDGE OF

1'-6"

OFFSET FROM SLAB

1" CURTAIN WALL

1'-0" MIN.

TYPICAL SLAB ON GRADE FLOOR ASSEMBLY: FL-1

AE321

Sim

LINE OF BRICK BEYOND

CURTAIN WALL

REFER TO SCHEDULES FOR

SIZES (TYP.)

1" x 10" POLY ASH FASCIA

ALIGN FACE OF

BULKHEAD WITH

COLUMN BEYOND

2 LAYERS OF 5/8" TYPE X GWB AT

UNDERSIDE OF TRUSSES (TYP.)

TYPICAL BRICK FACED WALL ASSEMBLY:

W1

SUSPENDED CEILING

SUPPORTS

P.T. FRTW NAILER AROUND

CURTAIN WALL ALL SIDES

(TYP.)

2 LAYERS THERMALLY INSULATIVE TAPE BETWEEN

STEEL ANGLES AND WRAPPED INTO OPENING FULL

DEPTH OF ANGLE

SOLID SURF. SILL AND

STOOL. (TYP.)

AE321

Sim

M U

LL

IO

N

A

LI

G N

W

THROUGH WALL FLASHING WITH WEEPS

IN MASONRY

TYPICAL BRICK FACED WALL ASSEMBLY:

W1

WRAP TRANSITION MEMBRANE

OVER THROUGH WALL

MEMBRANE

EDGE OF SLAB

10"

WRAP SELF ADHERING MEMBRANE UP

UNDERSIDE OF MTL DECK AND SEAL ALL

OPENINGS WITH FIRE RATED FOAM TYPE

SEALANT. (TYP.)

M

IN

6"

C

O U

R

SE

S

/2

MSA, P.C.

Environmental Sciences Planning Surveying Civil & Environmental Engineering Landscape Architecture

5033 Rouse Drive, Virginia Beach, VA 23462 757-490-9264 (Ofc) 757-490-0634 (Fax) www.msaonline.com

M

AS

A Serv ic e

D is ab l e d Ve t e ran Owned Sma ll Bus iness

SDVOSB

CVE

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F o n e e ig h th in ch o n e f o o t o n e q u a rt e r in ch o n e f o o t th re e e ig h th s in ch o n e f o o t o n e h a lf in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e in ch o n e f o o t o n e a n d o n e h a lf in ch o n e f o o t th re e in ch e s o n e f o o t

6"

6" 6"

6" 6"

Office of Construction and Facilities Management

Department of Veterans Affairs

Drawing Number

Building Number

Project Number

DrawnChecked

Location

Date

Project TitleDrawing Title

Approved: Project Director

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER PROFESSIONAL SEALCONSULTANTS:

Miller-Remick LLC M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856) 429-4000

FAX: (856) 429-5002

MR PROJECT NO: 0500-0006

FULLY SPRINKLERED

401 Woodbourne Ave Baltimore, Maryland 21212

T 410-435-6677 | F 410-435-6868 www.PenzaBailey.com

R :\R ev it

C en tra l F ile s\

- V

A Bu ild in g

\C 4-

1-

VA

- C op y_

LT

.rv t

AE322

ARCHITECTURAL

TYPICAL WALL SECTIONS

REPLACE BUILDING 71

03.28.2018 AR RR

BID DOCUMENTS

590-604

HAMPTON, VIRGINIA

PBA No. 16041

1 1/2" = 1'-0"2 TYPICAL EIFS SECTION

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

TYPICAL BRICK FACED WALL SECTION

WITH CMU BACKUP 1 1/2" = 1'-0"3 TYPICAL CURTAIN WALL SECTION

2ND FLOOR

12'-0"

PRECAST MASONRY CAP

ELEMENT W/ DRIP EDGE

TYPICAL MASONRY BASE AT CANOPY

• 3 5/8" x 2 1/4" x 7 5/8" BRICK MASONRY

CONCRETE PIER - REFER TO STRUCTURAL

FULLY GROUT BETWEEN PIER AND MASONRY

PRECAST BASE ELEMENT.

REFER ALSO TO

TYPICAL PREFAB ROOF ASSEMBLY: RF-2

PRE-ENGINEERED

ALUMINUM

PRE-ENGINEERED ALUMINUM

POST SUPPORTED CANOPY.

COORDINATE

ANCHORING REQUIREMENTS WITH

STRUCTURAL

/2 AE212.

REFER TO THE FOLLOWING

DRAWING FOR

/2 AE212

SLOPE SLOPE

CAST IN PLACE

CONCRETE FOUNDATION

(REFER TO STRUCTURAL)

OVERHANG (TYP.)

1 1/2"

1 1/2" OFFSET

1/ 2"

CHAMFER CORNER

PROVIDE BOND

BREAK

BETWEEN CONCRETE

MSA, P.C.

Environmental Sciences Planning Surveying Civil & Environmental Engineering Landscape Architecture

5033 Rouse Drive, Virginia Beach, VA 23462 757-490-9264 (Ofc) 757-490-0634 (Fax) www.msaonline.com

M

AS

A Serv ic e

D is ab l e d Ve t e ran Owned Sma ll Bus iness

SDVOSB

CVE

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F o n e e ig h th in ch o n e f o o t o n e q u a rt e r in ch o n e f o o t th re e e ig h th s in ch o n e f o o t o n e h a lf in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e in ch o n e f o o t o n e a n d o n e h a lf in ch o n e f o o t th re e in ch e s o n e f o o t

6"

6" 6"

6" 6"

Office of Construction and Facilities Management

Department of Veterans Affairs

Drawing Number

Building Number

Project Number

DrawnChecked

Location

Date

Project TitleDrawing Title

Approved: Project Director

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER PROFESSIONAL SEALCONSULTANTS:

Miller-Remick LLC M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856) 429-4000

FAX: (856) 429-5002

MR PROJECT NO: 0500-0006

FULLY SPRINKLERED

401 Woodbourne Ave Baltimore, Maryland 21212

T 410-435-6677 | F 410-435-6868 www.PenzaBailey.com

R :\R ev it

C en tra l F ile s\

- V

A Bu ild in g

\C 4-

1-

VA

- C op y_

LT

.rv t

AE323

ARCHITECTURAL

TYPICAL WALL SECTIONS

REPLACE BUILDING 71

03.28.2018 AR RR

BID DOCUMENTS

590-604

HAMPTON, VIRGINIA

PBA No. 16041

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

CANOPY CROSS SECTION AT

PERIMETER COLUMN

D

CONFERENCE

A/V 120A

CHAIR RAIL

30" AFF

AI211

1.11.1

1'-0" 1'-0"

1' -0

4'

-0 " 1'

-0

1' -0

WALL MOUNTED TV MONITOR, N.I.C.

PROVIDE FIRE TREATED 24X36, 3/4"

PLYWOOD MOUNTED BETWEEN STUDS

COORDINATE HEIGHT WITH

INSTALLATION OF MONITOR

EQ EQ

D

D

E

E

TELECOM

BREAK

ROOM

REF.

REF.

CHAIR RAIL

30" AFF, TYP

CHAIR RAIL

AI211

AE521

Sim

AE521

SIM

AF1113

E

E

F

F

G

G

AE411 7

DOOR OPERATOR BUTTON

CARD READER

F

F

MEN

WOMEN

AI21110

AI211 9

1.11.1

WATER

FOUNTAINS

TOILET

PARTITION 5'

-3

3' -0

3'

-0

" URINAL

SCREEN

6' -0

6' -0

3'

-1

3' -1

5'

-3

1' -6

5'-0" 5'-0"

1' -6

1'

-6

1' -6

1'

-6

1' -6

O.H.

FDFD

G

G

CONFERENCE

A/V 134A

CHAIR RAIL, TYP.

30" AFF

AI211

4 Sim

1.11.1

4' -0

1'

-0

1' -0

1'-0"

1' -0

1'-0"

WALL MOUNTED TV MONITOR, N.I.C.

PROVIDE FIRE TREATED 24X36, 3/4"

PLYWOOD MOUNTED BETWEEN STUDS

COORDINATE HEIGHT WITH

INSTALLATION OF MONITOR

EQ EQ

J

J

COPY

AREA

AE521

AE521

AI211

COPIER,

N.I.C.

WALL CABINET

BASE CABINET

RM 116 SIM. OPP HAND

1ST FLOOR

0"

2ND FLOOR

12'-0"

DOOR OPERATOR BUTTON

CARD READER

3' -0

MSA, P.C.

Environmental Sciences Planning Surveying Civil & Environmental Engineering Landscape Architecture

5033 Rouse Drive, Virginia Beach, VA 23462 757-490-9264 (Ofc) 757-490-0634 (Fax) www.msaonline.com

M

AS

A Serv ic e

D is ab l e d Ve t e ran Owned Sma ll Bus iness

SDVOSB

CVE

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F o n e e ig h th in ch o n e f o o t o n e q u a rt e r in ch o n e f o o t th re e e ig h th s in ch o n e f o o t o n e h a lf in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e in ch o n e f o o t o n e a n d o n e h a lf in ch o n e f o o t th re e in ch e s o n e f o o t

6"

6" 6"

6" 6"

Office of Construction and Facilities Management

Department of Veterans Affairs

Drawing Number

Building Number

Project Number

DrawnChecked

Location

Date

Project TitleDrawing Title

Approved: Project Director

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER PROFESSIONAL SEALCONSULTANTS:

Miller-Remick LLC M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856) 429-4000

FAX: (856) 429-5002

MR PROJECT NO: 0500-0006

FULLY SPRINKLERED

401 Woodbourne Ave Baltimore, Maryland 21212

T 410-435-6677 | F 410-435-6868 www.PenzaBailey.com

R :\R ev it

C en tra l F ile s\

- V

A Bu ild in g

\C 4-

1-

VA

- C op y_

LT

.rv t

AE411

ARCHITECTURAL

FIRST FLOOR 1/4" PLANS

REPLACE BUILDING 71

03.28.2018 AR RR

BID DOCUMENTS

590-604

HAMPTON, VIRGINIA

PBA No. 16041

1/4" = 1'-0"1 CONFERENCE ROOM 120 FLOOR PLAN

1/4" = 1'-0"5 BREAK ROOM TYP.

1/4" = 1'-0"6 PUBLIC ENTRY FLOOR PLAN

1/4" = 1'-0"2 RESTROOMS TYP.

1/4" = 1'-0"3 CONFERENCE ROOM 134 FLOOR PLAN

1/4" = 1'-0"4 COPY AREA 139 FLOOR PLAN

REFER TO SHEET AG003 FOR ADA REQUIREMENTS

1/4" = 1'-0"7 PUBLIC ENTRY ELEVATION

GENERAL NOTES:

1. REFER TO DRAWINGS AE 112 AND AE 122 FOR PLAN

D

OFFICE

D E

TELECOM

BREAK

ROOM

AI211

CHAIR RAIL

CHAIR RAIL

REF.

REF.

Si m

7 Sim

4' -0

1' -0

1'-0"

D

CONFERENCE

A/V 215A

CHAIR RAIL

1.1

4' -0

1'

-0

1' -0

1'-0"1'-0"

1' -0

A

22 COPY

AREA

5'-2"

BASE CABINET

WALL CABINET

COPIER

N.I.C.

AI211

F

MEN

WOMEN

CORRIDOR

AI211 9

Si m

AI21110

Si m

1.1

5' -3

3'

-0

3' -0

3' -1

3'

-1

5' -3

5'-0" 5'-0"

FDFD

G H

CONFERENCE

A/V 231A

AI211

4 Sim

CHAIR RAIL

AI2112

COPY

N.I.C.

BASE CABINET

WALL CABINET

1.1

1' -0

1'

-0

1'-0" 1'-0"

1' -0

4' -0

MSA, P.C.

Environmental Sciences Planning Surveying Civil & Environmental Engineering Landscape Architecture

5033 Rouse Drive, Virginia Beach, VA 23462 757-490-9264 (Ofc) 757-490-0634 (Fax) www.msaonline.com

M

AS

A Serv ic e

D is ab l e d Ve t e ran Owned Sma ll Bus iness

SDVOSB

CVE

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F o n e e ig h th in ch o n e f o o t o n e q u a rt e r in ch o n e f o o t th re e e ig h th s in ch o n e f o o t o n e h a lf in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e in ch o n e f o o t o n e a n d o n e h a lf in ch o n e f o o t th re e in ch e s o n e f o o t

6"

6" 6"

6" 6"

Office of Construction and Facilities Management

Department of Veterans Affairs

Drawing Number

Building Number

Project Number

DrawnChecked

Location

Date

Project TitleDrawing Title

Approved: Project Director

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER PROFESSIONAL SEALCONSULTANTS:

Miller-Remick LLC M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856) 429-4000

FAX: (856) 429-5002

MR PROJECT NO: 0500-0006

FULLY SPRINKLERED

401 Woodbourne Ave Baltimore, Maryland 21212

T 410-435-6677 | F 410-435-6868 www.PenzaBailey.com

R :\R ev it

C en tra l F ile s\

- V

A Bu ild in g

\C 4-

1-

VA

- C op y_

LT

.rv t

AE421

ARCHITECTURAL

SECOND FLOOR 1/4" PLANS

REPLACE BUILDING 71

03.28.2018 AR RR

BID DOCUMENTS

590-604

HAMPTON, VIRGINIA

PBA No. 16041

1/4" = 1'-0"5 OFFICE 218 DETAIL PLAN

1/4" = 1'-0"6 SECOND FLOOR BREAK ROOM

1/4" = 1'-0"2 CONFERENCE ROOM 215 FLOOR PLAN

1/4" = 1'-0"1 COPY AREA 211 FLOOR PLAN

1/4" = 1'-0"3 SECOND FLOOR RESTROOMS

1/4" = 1'-0"4

CONFERENCE ROOM 231 AND COPY

AREA 232 FLOOR PLAN

REFER TO SHEET AG003 FOR ADA REQUIREMENTS

GENERAL NOTES:

A

1/

2"

BOX OUT COLUMN WITH LIGHT

GAUGE MTL FRAMING

PROVIDE 1/2" MIN CLEARANCE

BETWEEN STRUCTURAL STEEL

AND LIGHT GAUGE FRAMING MTL

REFER TO

TYPICAL WALL ASSEMBLY W1

TYPICAL WALL ASSEMBLY W1

2 1/2"

1'-1" +/-

1' -1

PROVIDE 1/2" CLEARANCE MIN

BETWEEN STRUCTURAL STL

AND LIGHT GAUGE FRAMING

AE321

Sim

ALIGN WALL CAP, LOW

WALL WITH COLUMN

ENCLOSURE, (TYP.)

PAINT ALL 4 SIDES OF COLUMNS,

FLOOR TO CEILING. SEE FINISH

PLANS FOR ACCENT COLOR

PAINT WALL BELOW CAP ON

EITHER SIDE OF COLUMNS P-3

1' -5

2 1/2"

1/

2"

1/ 2"

1'-5"

2 1/2"

J

J

LIGHT GAUGE FRAMING SHOWN

FOR GRAPHIC PURPOSES ONLY.

DESIGN OF SYSTEM BY

MANUFACTURER OF SYSTEM (TYP)

REFER TO STRUCTURAL

FOR COLUMN SIZES

AND LOCATIONS

TYPICAL WALL ASSEMBLY W3

INTERIOR WALLS TO ABUT

EXTERIOR WALLS. INTERIOR FINISH

OF EXTERIOR WALLS GWB TO BE

CONTINUOUS AROUND PERIMETER

OF EXTERIOR WALLS INCLUDING

COLUMNS

REFER TO TYPICAL WALL ASSEMBLY W3

REFER TO TYPICAL WALL ASSEMBLY

BACKER ROD AND

WRAP TRANSITION

MEMBRANE INTO OPENING

FULL DEPTH OF FRAMING

PROVIDE ALUMINUM ANGLE

BETWEEN MASONRY AND CURTAIN WALL

SECURE INTO PRESSURE PLATE

FINISH TO MATCH CURTAIN WALL

A

A

ALIGN FACE OF

GYPSUM WITH

FACE OF CMU

TYPICAL WALL ASSEMBLY W3

TYPICAL WALL ASSEMBLY W3

REFER TO STRUCTURAL FOR

COLUMN SIZES AND LOCATIONS

BOX OUT COLUMN WITH LIGHT

GAUGE MTL FRAMING AROUND

COLUMN AND (1) LAYER OF

5/8" TYPE X GWB (TYP)

PROVIDE 1/2" CLEARANCE MIN

BETWEEN STRUCTURAL STL

AND LIGHT GAUGE FRAMING

PAINT ALL 4 SIDES OF FREE-

STANDING COLUMNS; SEE FINISH

PLANS FOR ACCENT COLOR

1'-5"

1' -5

B

B

REFER TO STRUCTURAL FOR

COLUMN SIZES AND LOCATIONS

PROVIDE 1/2" CLEARANCE BETWEEN

STRUCTURAL STL COLUMNS AND LIGHT

GAUGE FRAMING (TYP)

BOX OUT AROUND STRUCTURAL

COLUMNS WITH LIGHT GAUGE FRAMING

WITH 5/8" TYPE X GWB

PLAM SILL BELOW

GWB RETURN

BACKER ROD AND

SEALANT

WRAP TRANSITION

MEMBRANE INTO OPENING

FULL DEPTH OF FRAMING

BRICK MASONRY RETURN

AT WINDOWS, TYP.

PRECAST SILL BELOW

TYPICAL WALL ASSEMBLY W1

1'-2" +/-

B

B

ALIGN STL FRAMING WITH

EXTERIOR MASONRY

REFER TO STRUCTURAL FOR

COLUMN SIZES AND LOCATIONS

BOX OUT AROUND STRUCTURAL

COLUMNS WITH LIGHT GAUGE FRAMING

WITH 5/8" TYPE X GWB

PLAM SILL BELOW

GWB RETURN

BACKER ROD AND

SEALANT

WRAP TRANSITION

MEMBRANE INTO OPENING

FULL DEPTH OF FRAMING

BRICK MASONRY RETURN

AT WINDOWS, TYP.

PRECAST SILL BELOW

1'-4" +/-

ALUMINUM BRAKE METAL BY

WINDOW MANUFACTURER

LAPPED INTO PRESSURE CAP

AND COMPATIBLE WITH SYSTEM

FILL VOID WITH

CONTINUOUS

RIGID INSULATION ALIGN BRAKE METAL

AND PRESSURE CAP

PROVIDE PRE- FINISHED ALUMINUM BRAKE

METAL TRIM LAPPED INTO WINDOW SYSTEM

BACKER ROD AND SEALANT, TYP

- STRUCTURAL STL BY STRUCTURAL COLD

FORMED METAL FRAMING

- MINERAL WOOD BATT INSULATION

- 5/8" EXTERIOR GRADE GYPSUM

- TRANSITION MEMBRANE WRAPPED FULL

DEPTH OF FRAMING AND LAPPED ON TO

STRUCTURAL COLUMN

PAD OUT COLUMN AS REQUIRED FOR

CONTINOUS BACKUP BEHIND BRAKE METAL

PROVIDE MIN 1" CLEARANCE BETWEEN

CURTAIN WALL AND EDGE OF SLAB/

BEAM OF SECOND FLOOR ASSEMBLY

LINE OF WALL BELOW

EDGE OF SLAB AT SECOND FLOOR LEVEL

EDGE OF SLAB AT SECOND FLOOR LEVEL

1"

1"

ELEVATOR SHAFT

"TYPE B"

3 5/8" STUD PARTITION FILLED

W/ ACOUSTIC INSULATION

"TYPE D"

2 1/2" STUD ON 8" CMU

"TYPE A"

3 5/8" STUD PARTITION

MSA, P.C.

Environmental Sciences Planning Surveying Civil & Environmental Engineering Landscape Architecture

5033 Rouse Drive, Virginia Beach, VA 23462 757-490-9264 (Ofc) 757-490-0634 (Fax) www.msaonline.com

M

AS

A Serv ic e

D is ab l e d Ve t e ran Owned Sma ll Bus iness

SDVOSB

CVE

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F o n e e ig h th in ch o n e f o o t o n e q u a rt e r in ch o n e f o o t th re e e ig h th s in ch o n e f o o t o n e h a lf in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e in ch o n e f o o t o n e a n d o n e h a lf in ch o n e f o o t th re e in ch e s o n e f o o t

6"

6" 6"

6" 6"

Office of Construction and Facilities Management

Department of Veterans Affairs

Drawing Number

Building Number

Project Number

DrawnChecked

Location

Date

Project TitleDrawing Title

Approved: Project Director

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER PROFESSIONAL SEALCONSULTANTS:

Miller-Remick LLC M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856) 429-4000

FAX: (856) 429-5002

MR PROJECT NO: 0500-0006

FULLY SPRINKLERED

401 Woodbourne Ave Baltimore, Maryland 21212

T 410-435-6677 | F 410-435-6868 www.PenzaBailey.com

R :\R ev it

C en tra l F ile s\

- V

A Bu ild in g

\C 4-

1-

VA

- C op y_

LT

.rv t

AE521

ARCHITECTURAL

PLAN DETAILS / EXTERIOR DETAILS

REPLACE BUILDING 71

03.28.2018 AR RR

BID DOCUMENTS

590-604

HAMPTON, VIRGINIA

PBA No. 16041

1 1/2" = 1'-0"10 DETAIL COLUMN A-4

1 1/2" = 1'-0"6 DETAIL COLUMN I-2

1 1/2" = 1'-0"2 DETAIL AT COLUMN J-1

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

PLAN DETAIL AT INTEROR PARTITION

TERMINATING AT EXTERIOR

1 1/2" = 1'-0"5

STAIR 2 AND 3 (OPPOSITE HAND) -

FIRST FLOOR PLAN - Callout 1

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

STAIR 2 AND 3 (OPPOSITE HAND) -

FIRST FLOOR PLAN - Callout 2

1 1/2" = 1'-0"7 GWB WRAPPED COLUMN (TYP.)

1 1/2" = 1'-0"8 FIRST FLOOR WINDOW AT COLUMN

1 1/2" = 1'-0"4 SECOND FLOOR WINDOW AT COLUMN

1 1/2" = 1'-0"9

STAIR 2 AND 3 (OPPOSITE HAND) -

FIRST FLOOR PLAN - Callout 3

1 1/2" = 1'-0"11 DETAIL ELEVATOR 1 CORNER

G

G

H

H

HOUSE

KEEPING

CLOSET

ELEV 1

AE611

AE611

AE611 1

MIN. 6'-9"

8'-1 3/4"

7'-0" MIN.

7'-2"

8' -4

" M

IN

8' -5

/2

AI211

REFER TO

STRUCTURAL

FOR SUMP PIT

LOCATION

ELEV

MECH

ELEV #2

(DEDUCT

ALTERNATE #1)

PIT LADDER

(TYP.)

1ST FLOOR

0"

2ND FLOOR

12'-0"

ROOF BEARING

24'-0"

G 4

AE611

4' -0

SHAFT DEPTH

7'-2"

NOTE: GC TO COORDINATE AND VERIFY ALL

REQUIRED SHAFT DIMENSIONS AND ELEVATOR

REQUIREMENT WITH SITE CONDITIONS AND

MANUFACTURER REQUIREMENTS

HOIST BEAM

PIT LADDER

(TYP.)

MIN.

1'-6"

1ST FLOOR

0"

2ND FLOOR

12'-0"

ROOF BEARING

24'-0"

4 3

AE611

AE312

PI

T

D

EP

TH

4'

-0

SHAFT WIDTH

8'-5 1/2"

TOP OF ROOF

40'-0"

PRE ENGINEERED METAL

MODIFY TRUSSES OVER ELEVATOR SHAFTS

TO ALLOW REQUIRED CLEARANCES.

PROVIDE CONCRETE SLAB OVER STEEL

DECK OVER SHAFT. (SEE STRUCTURAL)

HOIST BEAMS

REFER TO STRUCTURAL.

COORDINATE

CLEARANCES

WITH ELEVATOR

MANUFACTURER ALIGN

BEAM WITH CMU

COURSING

'-8

" M

IN

AE611

PIT LADDER (TYP.)

AE611

Sim

1ST FLOOR

0"

43 5

AE611

AE312

CONTROLSCONTROLS

G

G

AE611

AE611

AE312

HOUSEKEEPING

CLOSET

AI211 11

AE621

AE621

1ST FLOOR

0"

BENT PLATE 2 1/2"

X 3/8" WELD TO

STRINGERS AND

ATTACH TO WALL

W/ 3/4" EXP. BOLTS

SPACED @ 4'-0"

O.C. MAX VERT.

3/4" DIA STEEL

RUNGS WELD TO

STRINGERS

2 1/2" X 3/8" FLAT

BAR STRINGERS

2 1/2" X 2 1/2" X

1/4" CLIP ANGLE

WELD TO

STRINGER AND

BOLT TO FLOOR

1' -4

" M

AX

1' -0

TY

P.

4' -0

" T O

T O

P O

F

FL

O O

R

4 1/2" MIN

CL

MSA, P.C.

Environmental Sciences Planning Surveying Civil & Environmental Engineering Landscape Architecture

5033 Rouse Drive, Virginia Beach, VA 23462 757-490-9264 (Ofc) 757-490-0634 (Fax) www.msaonline.com

M

AS

A Serv ic e

D is ab l e d Ve t e ran Owned Sma ll Bus iness

SDVOSB

CVE

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F o n e e ig h th in ch o n e f o o t o n e q u a rt e r in ch o n e f o o t th re e e ig h th s in ch o n e f o o t o n e h a lf in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e in ch o n e f o o t o n e a n d o n e h a lf in ch o n e f o o t th re e in ch e s o n e f o o t

6"

6" 6"

6" 6"

Office of Construction and Facilities Management

Department of Veterans Affairs

Drawing Number

Building Number

Project Number

DrawnChecked

Location

Date

Project TitleDrawing Title

Approved: Project Director

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER PROFESSIONAL SEALCONSULTANTS:

Miller-Remick LLC M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856) 429-4000

FAX: (856) 429-5002

MR PROJECT NO: 0500-0006

FULLY SPRINKLERED

401 Woodbourne Ave Baltimore, Maryland 21212

T 410-435-6677 | F 410-435-6868 www.PenzaBailey.com

R :\R ev it

C en tra l F ile s\

- V

A Bu ild in g

\C 4-

1-

VA

- C op y_

LT

.rv t

AE611

ARCHITECTURAL

ELEVATOR

REPLACE BUILDING 71

03.28.2018 AR RR

BID DOCUMENTS

590-604

HAMPTON, VIRGINIA

PBA No. 16041

1/4" = 1'-0"2 ELEVATORS - FIRST FLOOR PLAN

1/4" = 1'-0"5 ELEVATOR CABIN / SHAFT SECTION

1/4" = 1'-0"4 ELEVATOR SHAFTS SECTION

1/4" = 1'-0"1

FIRST FLOOR ELEVATION (SECOND

FLOOR SIMILAR)

1/4" = 1'-0"3 ELEVATORS - SECOND FLOOR PLAN

GENERAL NOTES:

1. REFER TO DRAWINGS AE112 AND AE 122 FOR PLAN

1" = 1'-0"6 TYPICAL PIT LADDER

F

F

AE621

AE621

AE621 7 AE6219

PROVIDE ACCESS DOOR IN

PERFORATED METAL PANEL

DOOR TO MATCH

PERFORATED PANELS

THICKENED SLAB

BELOW STAIR. SEE

STRUCT.

AE621

AE621

EXTENSIO

N TYP.

1'- 0"

HANDRAIL

AE621

AE621

Sim

UP

STEEL TUBE

SUPPORT BELOW.

BY STAIR MANUF.

12" DIAM MIN.

P-7

R

ISERS

9'-

2"

5'- 0"

6' -1

1/

2"

OF STRINGER

5'-4" TO OUTSIDE

O F

S T R

IN

G

ER

5' -4

" T O

O U

TS

ID

E

9 RISERS

8'-3" +/- 6'-6"

1ST FLOOR

0"

2ND FLOOR

12'-0"

F

" AE621

AE621

P-7

1ST FLOOR

0"

2ND FLOOR

12'-0"

AE621

TYP.

2'-11" +/-

AE621

AE621

ACCESS PANEL, LOCKABLE

+/- 30" WIDE. DOOR TO MATCH PERFORATED PANELS

HEIGHT TO BE DETERMINED BY CONTINUOUS REVEAL

IN PANEL BELOW STRINGER.

AE621

1ST FLOOR

0"

2ND FLOOR

12'-0"

3 3

AE621

BEND @ LANDING

STRINGER BEYOND

CANE GUARD

AE621

2' -3

AE621

1ST FLOOR

0"

2ND FLOOR

12'-0"

STAIR 1 AND MEZZANINE

GUARD AND HANDRAIL

PERFORATED METAL PANEL AT TOP

OF STAIR NOT SHOWN FOR CLARITY

BEND PERFORATED METAL PANEL

AT ALL TURNS AND CORNERS

AE621

Sim

F

F

AE621

AE621

AE621 7 AE6219

STAIR 1 AND

MEZZANINE RAILING

AE621

2" OFFSET FROM MEZ.

G U

AR

D

A N

D W

A

LL

2" O

FF

SE

T

BE

TW

EE

N

TYP.

1'-0" EXTENSION

TYP.

1'-0" EXTENSION

RETURN

HANDRAIL TO

WALL

AE621

ELEVATION

1" 1"

2" SQUARE POST

METAL STANDOFFS

MATCH FINISH OF POSTS

METAL STANDOFFS

MATCH FINISH OF POSTS

3"

ADA COMPLIANT RAILING,

BRACKET, AND SUPPORTS

P-8P-7 P-7

4"

3' -0

6"

2" X 2" SQUARE

METAL TUBE POSTS

RETURN HANDRAIL

AT POST

1"METAL STANDOFF

PANEL

PARALLEL TO

STRINGER.

DROPPED 4"

AE621

Sim

AE621

Sim

TYP.

AE621

C

AN

E G

U

AR

D

2' -3

POSTS TO EXTEND PAST

PERFORATED PANEL BY 2"

BOTH AT CANE GUARD

AND WHERE POST DROPS

BELOW STAIR (TYP.)

EXTENSION

1'-0"

.0

0°

P-8P-7 P-7P-8

TUBE STRINGER

2X2 SQUARE POST

OFFSET FROM

STRINGER BY 1/4" +/-

1/

2"

1.5" DIAM

HANDRAIL, PAINTED

STAIR TREADS

WITH TILE

FACE OF PERFORATED

MTL THIS SIDE

2"

MIN OFFSET

TO WALL

/6 AE621

/14 AE621

P-7

P-7

P-7

CAP

2X2 SQUARE MTL

POST

TILE FLOORING

PERFORATED METAL

PANEL TURNED OVER

AT EDGES SET IN

2" X 1/8" STEEL FRAME

2"

3' -6

" M

IN

CROSS SECTION

POST SUPPORT

AND CAP AS

REQ'D BY

SYSTEM

4"

/10 AE621

3' -0

/14 AE621

1.5" DIAM. WD

HANDRAIL

2"

1/

2"

P-7

P-8

P-7

1ST FLOOR

0"

2ND FLOOR

12'-0"

F

METAL PAN STAIRS

ABRASIVE EDGE

ALIGN T.O. TILE WITH

ABRASIVE EDGE

P-7

CT-F5

PERFORATED METAL

PANEL TURNED OVER

AT EDGES SET IN

2" X 1/8" STEEL FRAME

PERFORATED

METAL CRIMPED

ON EDGE. PROVIDE

SMOOTH EDGE

SMOOTH FASTENERS ON

ALL EXPOSED EDGES

P-8

P-7

2ND FLOOR

12'-0"

ANGLE FULL

DEPTH OF SLAB

AND MTL DECK

(REFER TO

1/4"

1 LAYER 5/8" TYPE X

GWB ON 3-5/8" MTL

REFR TO STRUCT FOR

BEAM SIZES AND

SCHLUTER

SCHIENE EDGE

FINISHED FLOORING

POST SUPPORT FOR

GUARD / HANDRAIL

REFER TO RCP FOR

CEILING HEIGHTS

FACE OF

MSA, P.C.

Environmental Sciences Planning Surveying Civil & Environmental Engineering Landscape Architecture

5033 Rouse Drive, Virginia Beach, VA 23462 757-490-9264 (Ofc) 757-490-0634 (Fax) www.msaonline.com

M

AS

A Serv ic e

D is ab l e d Ve t e ran Owned Sma ll Bus iness

SDVOSB

CVE

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F o n e e ig h th in ch o n e f o o t o n e q u a rt e r in ch o n e f o o t th re e e ig h th s in ch o n e f o o t o n e h a lf in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e in ch o n e f o o t o n e a n d o n e h a lf in ch o n e f o o t th re e in ch e s o n e f o o t

6"

6" 6"

6" 6"

Office of Construction and Facilities Management

Department of Veterans Affairs

Drawing Number

Building Number

Project Number

DrawnChecked

Location

Date

Project TitleDrawing Title

Approved: Project Director

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER PROFESSIONAL SEALCONSULTANTS:

Miller-Remick LLC M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856) 429-4000

FAX: (856) 429-5002

MR PROJECT NO: 0500-0006

FULLY SPRINKLERED

401 Woodbourne Ave Baltimore, Maryland 21212

T 410-435-6677 | F 410-435-6868 www.PenzaBailey.com

R :\R ev it

C en tra l F ile s\

- V

A Bu ild in g

\C 4-

1-

VA

- C op y_

LT

.rv t

AE621

ARCHITECTURAL

STAIRS

REPLACE BUILDING 71

03.28.2018 AR LP

BID DOCUMENTS

590-604

HAMPTON, VIRGINIA

PBA No. 16041

1/4" = 1'-0"5 STAIR 1 - FIRST FLOOR PLAN 1/4" = 1'-0"8 STAIR 1 ELEVATION FRONT

1/4" = 1'-0"7 STAIR 1 ELEVATION LEFT

1/4" = 1'-0"9 STAIR 1 ELEVATION RIGHT

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

1/4" = 1'-0"4 STAIR 1 - SECOND FLOOR PLAN

1" = 1'-0"10

TYPICAL GUARD/HANDRAIL ELEVATION

AT SECOND FLOOR LOBBY/ ATRIUM

1" = 1'-0"11 STAIR 1 TYPICAL DETAILS

1 1/2" = 1'-0"12 TYP. SECTION AT STRINGER

1 1/2" = 1'-0"13 POST BASE

1" = 1'-0"1

TYPICAL GUARD/HANDRAIL SECTION AT

SECOND FLOOR LOBBY/ ATRIUM

1/4" = 1'-0"2 STAIR 1 SECTION1

1 1/2" = 1'-0"6 STAIR 1 TREAD DETAIL

6" = 1'-0"14 GUARD BORDER PROFILE

1 1/2" = 1'-0"15 BULKHEAD DETAIL AT ATRIUM

UP

DN

A

A

AE622

AE521

AE521

AE521

1.11.1

T

R

EA

D S

1"

'-0

4' -6

TR

EA

D S

1" 9'

-0

4'-5" 6" 4'-5"

3' HIGH

HANDRAIL

TO RETURN

AT WALL

AE622

A

A

AE622

AE313

1.11.1

42" HIGH

GUARD WITH

VERTICAL

BALLUSTERS

MATCHING

SIZE AND

SPACING AT

STAIR

1/

2" M

IN

2"

1/

2" M

IN

2"

1.5" DIAM

MTL

HANDRAILS

2" DIAM

MTL

GUARD

1.5" DIAM

MTL POSTS

WITH 3/4"

BALUSTERS

BETWEEN

POSTS

1.5" DIAM

MTL

BOTTOM

RAIL M

AX4"

TUBE

STRINGER

STAIR

TREADS

BEYOND

1ST FLOOR

0"

2ND FLOOR

12'-0"

ROOF BEARING

24'-0"

AE322

Sim

1.1

12"

TYP. HANDRAIL EXTENSION

FROM TOP TREAD

12"

" 42

E

Q U

AL

R

IS

ER

S

7/

'-0

4" MAX SPACING

MSA, P.C.

Environmental Sciences Planning Surveying Civil & Environmental Engineering Landscape Architecture

5033 Rouse Drive, Virginia Beach, VA 23462 757-490-9264 (Ofc) 757-490-0634 (Fax) www.msaonline.com

M

AS

A Serv ic e

D is ab l e d Ve t e ran Owned Sma ll Bus iness

SDVOSB

CVE

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F o n e e ig h th in ch o n e f o o t o n e q u a rt e r in ch o n e f o o t th re e e ig h th s in ch o n e f o o t o n e h a lf in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e in ch o n e f o o t o n e a n d o n e h a lf in ch o n e f o o t th re e in ch e s o n e f o o t

6"

6" 6"

6" 6"

Office of Construction and Facilities Management

Department of Veterans Affairs

Drawing Number

Building Number

Project Number

DrawnChecked

Location

Date

Project TitleDrawing Title

Approved: Project Director

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER PROFESSIONAL SEALCONSULTANTS:

Miller-Remick LLC M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856) 429-4000

FAX: (856) 429-5002

MR PROJECT NO: 0500-0006

FULLY SPRINKLERED

401 Woodbourne Ave Baltimore, Maryland 21212

T 410-435-6677 | F 410-435-6868 www.PenzaBailey.com

R :\R ev it

C en tra l F ile s\

- V

A Bu ild in g

\C 4-

1-

VA

- C op y_

LT

.rv t

AE622

ARCHITECTURAL

EXIT STAIR

REPLACE BUILDING 71

03.28.2018 DB AR

BID DOCUMENTS

590-604

HAMPTON, VIRGINIA

PBA No. 16041

1/4" = 1'-0"1

STAIR 2 AND 3 (OPPOSITE HAND) -

FIRST FLOOR PLAN

1/4" = 1'-0"2

STAIR 2 AND 3 (OPPOSITE HAND) -

SECOND FLOOR

1 1/2" = 1'-0"3 SECTION AT STAIR 2 AND 3 (TYP.)

1/4" = 1'-0"4 STAIR 2 AND 3 SECTION

1/ 2"

2"44

1/ 2"

FO

R

P

AR

TI

TI

O N

T

YP

E C

O O

R D

IN

AT

E W

/P

LA

N S

DOOR

4"

PARTITION,

COORDINATE

CONFIGURATION

W/PLAN

WIDTH

EQ EQ

WIDTH

A

SOLID CORE FLUSH DOOR

B

PAIR OF SOLID CORE FLUSH

DOOR

C

SOLID CORE FLUSH

DOOR w/ CLEAR

TEMPERED LIGHT

WIDTH

8" 8"

8"

T

D

PAIR OF SOLID CORE

FLUSH DOORS w/ CLEAR

TEMPERED LIGHT

H

EI

G H

T

H

EI

G H

T

H

EI

G H

T

H

EI

G H

T

3'-0" 3'-0"

WIDTH

8" TYP

8"

T T

E

PAIR OF ALUMINUM

STOREFRONT DOORS w/

CLEAR TEMPERED LIGHT

H

EI

G H

T

3'-0" 3'-0"

8" TYP

8"

T T

WIDTH WIDTH

F

INSULATED HOLLOW CORE

METAL DOOR

H

EI

G H

T

H

EI

G H

T

WIDTH WIDTH

H

EI

G H

T

METAL FRAME

SINGLE DOOR

METAL FRAME

DOUBLE DOOR

ALUMINUM INTERIOR

STOREFRONT ASSEMBLY

H

EI

G H

T 8'

-6

WIDTH

VARIES

T

5' -0

2'

-6

FROSTED PRIVACY

FILM APPLIED TO

OFFICE SIDE OF

GLAZING

6"

PREP FOR

POWER/DATA

SEE ELECTRICAL

MID MULION AS

REQUIRED

EQ EQ

TT

P

ER

W

AL

L

TY

PE

3 5

2"

2"

1/ 2"

2"

TRANSITION MEMBRANE WRAPPED

OVER THROUGH WALL FLASHING

THROUGH WALL FLASHING WITH WEEPS

GALVANIZED LOOSE LINTEL

BACKER ROD AND SEALANT

5 6

2"

2"1 1/2"2"

MSA, P.C.

Environmental Sciences Planning Surveying Civil & Environmental Engineering Landscape Architecture

5033 Rouse Drive, Virginia Beach, VA 23462 757-490-9264 (Ofc) 757-490-0634 (Fax) www.msaonline.com

M

AS

A Serv ic e

D is ab l e d Ve t e ran Owned Sma ll Bus iness

SDVOSB

CVE

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F o n e e ig h th in ch o n e f o o t o n e q u a rt e r in ch o n e f o o t th re e e ig h th s in ch o n e f o o t o n e h a lf in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e in ch o n e f o o t o n e a n d o n e h a lf in ch o n e f o o t th re e in ch e s o n e f o o t

6"

6" 6"

6" 6"

Office of Construction and Facilities Management

Department of Veterans Affairs

Drawing Number

Building Number

Project Number

DrawnChecked

Location

Date

Project TitleDrawing Title

Approved: Project Director

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEER PROFESSIONAL SEALCONSULTANTS:

Miller-Remick LLC M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business

1010 KINGS HIGHWAY SOUTH

CHERRY HILL, NEW JERSEY 08034

PHONE: (856) 429-4000

FAX: (856) 429-5002

MR PROJECT NO: 0500-0006

FULLY SPRINKLERED

401 Woodbourne Ave Baltimore, Maryland 21212

T 410-435-6677 | F 410-435-6868 www.PenzaBailey.com

R :\R ev it

C en tra l F ile s\

- V

A Bu ild in g

\C 4-

1-

VA

- C op y_

LT

.rv t

AE711

ARCHITECTURAL

DOOR SCHEDULE

REPLACE BUILDING 71

03.28.2018 AR RR

BID DOCUMENTS

590-604

HAMPTON, VIRGINIA

PBA No. 16041

DOOR SCHEDULE

DOOR No. ROOM

DOOR FRAME

RATING HARDWARE STC COMMENTSTYPE MATERIAL FINISH WIDTH HEIGHT THICKNESS TYPE MATERIAL FINISH

1ST FLOOR

02A STAIR 2 A WD STAINED 3'-0" 7'-0" 1 3/4" 1 HM PTD 45 MIN 1

02B STAIR 2 F HM PTD 3'-0" 7'-0" 1 3/4" 1 HM PTD 45 MIN 2

03A STAIR 3 A WD STAINED 3'-0" 7'-0" 1 3/4" 1 HM PTD 45 MIN 1

03B STAIR 3 F HM PTD 3'-0" 7'-0" 1 3/4" 1 HM PTD 45 MIN 2

100A E ALUM CA 6'-0" 8'-4" 1 3/4" 2 ALUM CA 3 AUTO-OPENER & CARD READER

100B E ALUM CA 6'-0" 8'-4" 1 3/4" 2 ALUM CA 3.1 CARD READER

100C WORKSTATIONS D WD STAINED 6'-0" 7'-0" 1 3/4" 2 HM PTD 45 MIN 4 AUTO-OPENER

100D WORKSTATIONS D WD STAINED 6'-0" 7'-0" 1 3/4" 2 HM PTD 45 MIN 4 AUTO-OPENER

100E A WD STAINED 2'-8" 7'-0" 1 3/4" 1 HM PTD 8

100F A WD STAINED 2'-8" 7'-0" 1 3/4" 1 HM PTD 8

102 BREAK ROOM C WD STAINED 3'-0" 7'-0" 1 3/4" 1 HM PTD 45 MIN 6

102A BREAK ROOM C WD STAINED 3'-0" 7'-0" 1 3/4" 1 HM PTD 45 MIN 6

103 TELECOM A WD STAINED 3'-0" 7'-0" 1 3/4" 1 HM PTD 45 MIN 7 CARD READER

105 SPRINKLER MECH/PLUMB A WD STAINED 3'-0" 7'-0" 1 3/4" 1 HM PTD 45 MIN 9

105A ELEC A WD STAINED 3'-0" 7'-0" 1 3/4" 1 HM PTD 45 MIN 5

105B SPRINKLER MECH/PLUMB A HM PTD 3'-0" 7'-0" 1 3/4" 1 HM PTD 45 MIN 10 CARD READER

106 MEN A WD STAINED 3'-0" 7'-0" 1 3/4" 1 HM PTD 45 MIN 11

107 WOMEN A WD STAINED 3'-0" 7'-0" 1 3/4" 1 HM PTD 45 MIN 11

108 HOUSE KEEPING CLOSET A WD STAINED 3'-0" 7'-0" 1 3/4" 1 HM PTD 45 MIN 8.1

111 OFFICE A WD STAINED 3'-0" 7'-0" 1 3/4" 3 ALUM CA 12

112 OFFICE A WD STAINED 3'-0" 7'-0" 1 3/4" 3 ALUM CA 12

113 OFFICE A WD STAINED 3'-0" 7'-0" 1 3/4" 3 ALUM CA 12

114 OFFICE A WD STAINED 3'-0" 7'-0" 1 3/4" 3 ALUM CA 12

115 OFFICE A WD STAINED 3'-0" 7'-0" 1 3/4" 3 ALUM CA 12

117 OFFICE A WD STAINED 3'-0" 7'-0" 1 3/4" 3 ALUM CA 12

118 OFFICE A WD STAINED 3'-0" 7'-0" 1 3/4" 3 ALUM CA 12

119 OFFICE A WD STAINED 3'-0" 7'-0" 1 3/4" 3 ALUM CA 12

120 CONFERENCE A WD STAINED 3'-0" 7'-0" 1 3/4" 1 HM PTD 13 45

120A A/V B WD STAINED 4'-0" 7'-0" 1 3/4" 2 HM PTD 14

121 OFFICE A WD STAINED 3'-0" 7'-0" 1 3/4" 3 ALUM CA 12

122 OFFICE A WD STAINED 3'-0" 7'-0" 1 3/4" 3 ALUM CA 12

123 OFFICE A WD STAINED 3'-0" 7'-0" 1 3/4" 3 ALUM CA 12

131 OFFICE A WD STAINED 3'-0" 7'-0" 1 3/4" 3 ALUM CA 12

132 OFFICE A WD STAINED 3'-0" 7'-0" 1 3/4" 3 ALUM CA 12

133 ELEV MECH A WD STAINED 3'-0" 7'-0" 1 3/4" 1 HM PTD 45 MIN 9.1 45

134 CONFERENCE A WD STAINED 3'-0" 7'-0" 1 3/4" 1 HM PTD 13 45

134A A/V A WD STAINED 2'-6" 7'-0" 1 3/4" 1 HM PTD 15

135 OFFICE A WD STAINED 3'-0" 7'-0" 1 3/4" 3 ALUM CA 12

136 OFFICE A WD STAINED 3'-0" 7'-0" 1 3/4" 3 ALUM CA 12

137 OFFICE A WD STAINED 3'-0" 7'-0" 1 3/4" 3 ALUM CA 12

138 OFFICE A WD STAINED 3'-0" 7'-0" 1 3/4" 3 ALUM CA 12

140 OFFICE A WD STAINED 3'-0" 7'-0" 1 3/4" 3 ALUM CA 12

141 OFFICE A WD STAINED 3'-0" 7'-0" 1 3/4" 3 ALUM CA 12

142 OFFICE A WD STAINED 3'-0" 7'-0" 1 3/4" 3 ALUM CA 12

143 OFFICE A WD STAINED 3'-0" 7'-0" 1 3/4" 3 ALUM CA 12

144 OFFICE A WD STAINED 3'-0" 7'-0" 1 3/4" 3 ALUM CA 12

151 TOILET A WD STAINED 3'-0" 7'-0" 1 3/4" 1 HM PTD 16 BUILDING 173

152 IT ROOM A WD STAINED 3'-0" 7'-0" 1 3/4" 1 HM PTD 7 BUILDING 173

E1.1 ELEV 1 ELEV 3'-0" 7'-6" 1 3/16" BY ELEVATOR MANUFACTURER

E2.1 ELEV #2 ELEV 3'-0" 7'-6" 1 3/16" BY ELEVATOR MANUFACTURER

2ND FLOOR

02C STAIR 2 A WD STAINED 3'-0" 7'-0" 1 3/4" 1 HM PTD 45 MIN 1

03C STAIR 3 A WD STAINED 3'-0" 7'-0" 1 3/4" 1 HM PTD 45 MIN 1

200A WORKSTATIONS D WD STAINED 6'-0" 7'-0" 1 3/4" 2 HM PTD 45 MIN 4 AUTO-OPENER

200B WORKSTATIONS D WD STAINED 6'-0" 7'-0" 1 3/4" 2 HM PTD 45 MIN 4 AUTO-OPENER

201 BREAK ROOM C WD STAINED 3'-0" 7'-0" 1 3/4" 1 HM PTD 45 MIN 6

201A BREAK ROOM C WD STAINED 3'-0" 7'-0" 1 3/4" 1 HM PTD 45 MIN 6

202 TELECOM A WD STAINED 3'-0" 7'-0" 1 3/4" 1 HM PTD 45 MIN 7 CARD READER

203 MECH/PLUMB A WD STAINED 3'-0" 7'-0" 1 3/4" 1 HM PTD 45 MIN 9

203A ELEC A WD STAINED 3'-0" 7'-0" 1 3/4" 1 HM PTD 5

204 MEN A WD STAINED 3'-0" 7'-0" 1 3/4" 1 HM PTD 45 MIN 11

205 WOMEN A WD STAINED 3'-0" 7'-0" 1 3/4" 1 HM PTD 45 MIN 11

206 HOUSEKEEPING CLOSET A WD STAINED 3'-0" 7'-0" 1 3/4" 1 HM PTD 45 MIN 8.1

212 OFFICE A WD STAINED 3'-0" 7'-0" 1 3/4" 3 ALUM CA 12

213 OFFICE A WD STAINED 3'-0" 7'-0" 1 3/4" 3 ALUM CA 12

214 OFFICE A WD STAINED 3'-0" 7'-0" 1 3/4" 3 ALUM CA 12

215 CONFERENCE A WD STAINED 3'-0" 7'-0" 1 3/4" 1 HM PTD 13 45

215A A/V A WD STAINED 2'-6" 7'-0" 1 3/4" 1 HM PTD 15

216 OFFICE A WD STAINED 3'-0" 7'-0" 1 3/4" 3 ALUM CA 12

217 OFFICE A WD STAINED 3'-0" 7'-0" 1 3/4" 3 ALUM CA 12

218 WORKSTATIONS A WD 3'-0" 7'-0" 1 3/4" 3 ALUM

231 CONFERENCE A WD STAINED 3'-0" 7'-0" 1 3/4" 1 HM PTD 13 45

231A A/V A WD STAINED 2'-6" 7'-0" 1 3/4" 1 HM PTD 15

232 COPY AREA - - - 0" 0" -

233 POLICE OFFICE A WD STAINED 3'-0" 7'-0" 1 3/4" 1 HM PTD 17 45 CARD READER

233A IT CLOSET A WD STAINED 3'-0" 7'-0" 1 3/4" 1 HM PTD 5.1

234 OFFICE A WD STAINED 3'-0" 7'-0" 1 3/4" 3 ALUM CA 12

235 OFFICE A WD STAINED 3'-0" 7'-0" 1 3/4" 3 ALUM CA 12

236 OFFICE A WD STAINED 3'-0" 7'-0" 1 3/4" 3 ALUM CA 12

237 OFFICE A WD STAINED 3'-0" 7'-0" 1 3/4" 3 ALUM CA 12

E1.2 ELEV 1 ELEV 3'-0" 7'-6" 1 3/16" BY ELEVATOR MANUFACTURER

E2.2 ELEV #2 ELEV 3'-0" 7'-6" 1 3/16" BY ELEVATOR MANUFACTURER

3" = 1'-0"3 TYP. JAMB DETAIL (HEAD SIMILAR)

1/4" = 1'-0"

DOOR TYPES

1/4" = 1'-0"

FRAME TYPES

KEYNOTE LEGEND

1 5/8" GYPSUM WALLBOARD

2 3 5/8" METAL STUDS @ 16" O.C.

3 HOLLOW METAL DOOR FRAME

4 SEALANT

5 GROUT-FILL HOLLOW METAL FRAME

6 1 3/4" SOLID CORE DOOR

7 DOOR SILENCER

8 BACKER ROD W/ SEALANT

404 DOORS, DOORWAYS, AND GATES

1. DOORS, DOORWAYS, AND GATES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS.

2. REVOLVING DOORS, REVOLVING GATES, AND TURNSTILES SHALL NOT BE PART OF AN ACCESSIBLE ROUTE.

3. AT LEAST ONE OF THE ACTIVE LEAVES OF DOORWAYS WITH TWO LEAVES SHALL COMPLY WITH REQUIRED CLEAR WIDTH AND MANEUVERING CLEARANCES. SEE FIGURE 404.2.4.1.

4. DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES MINIMUM. CLEAR OPENINGS OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH

THE DOOR OPEN 90 DEGREES. SEE FIGURE 404.2.3. OPENINGS MORE THAN 24 INCHES DEEP SHALL PROVIDE A CLEAR OPENING OF 36 INCHES MINIMUM. THERE SHALL BE NO PROJECTIONS INTO THE REQUIRED CLEAR OPENING WIDTH LOWER THAN 34 INCHES ABOVE THE FINISH FLOOR OR GROUND. PROJECTIONS INTO THE CLEAR WIDTH BETWEEN 34 INCHES AND 80 INCHES ABOVE THE FINISH FLOOR OR GROUND SHALL

NOT EXCEED 4 INCHES.

A. EXCEPTIONS: 1. IN ALTERATION, A PROJECTION OF 5/8 INCH MAXIMUM INTO THE REQUIRED CLEAR WIDTH SHALL BE PERMITTED FOR THE LATCH SIDE STOP. 2. DOOR CLOSERS AND DOOR STOPS

SHALL BE PERMITTED TO BE 78 INCHES MINIMUM ABOVE THE FINISHED FLOOR OR GROUND.

5. MINIMUM MANEUVERING CLEARANCES AT DOORS AND GATES SHALL COMPLY WITH FIGURE 404.2.4.1. MANEUVERING CLEARANCES SHALL EXTEND THE FULL WIDTH OF THE DOORWAY AND THE REQUIRED LATCH

SIDE OR HINGE SIDE CLEARANCE.

6. SWINGING DOORS AND GATES SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH FIGURE 404.2.4.1.

7. DOORWAYS LESS THAN 36 INCHES WIDE WITHOUT DOORS OR GATES, SLIDING DOORS, OR FOLDING DOORS SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH FIGURE 404.2.4.2.

8. THRESHOLDS, IF PROVIDED, SHALL BE 1/2 INCH HIGH MAXIMUM.

9. DOORS IN SERIES AND GATES IN SERIES. THE DISTANCE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES AND GATES IN SERIES SHALL BE 48 INCHES MINIMUM PLUS THE WIDTH OR THE DOORS OR GATES

SWINGING INTO THE SPACE. SEE FIGURE 404.2.6.

10. HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST.

THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM.

11. MANEUVERING CLEARANCES FOR FORWARD APPROACH SHALL BE PROVIDED WHEN ANY OBSTRUCTION WITHIN 18 INCHES OF THE LATCH SIDE OF A DOORWAY PROJECTS MORE THAN 8 INCHES BEYOND THE FACE

OF THE DOOR,…