Att 12 - S02_Drawings_4A.pdf

1'-0" / 1'-0" 1' -0

/ 1

'-0

B1

AE300

BES-01ABES-01A

41' - 0 5/8"

11' - 6"

BES-01B

BES-31BES-31

1' -0

/ 1

'-0

1'-0" / 1'-0"

BES-01A BES-01A

BES-21

EXTP-01

EXTP-02

EXTP-02

EXTP-02

EXTP-01

EXTP-02

EXTP-02

X4

X3

FIRST FLOOR

0' - 0"

MECHANICAL PENTHOUSE

13' - 0"

T.O. ROOF

43' - 0"

B6

AE300

D4

AE300

BES-01A

BES-01ABES-01ABES-01A

BES-02A

BES-01A

BES-01A

BES-01A

BES-30A BES-30B BES-30A BES-30A

BES-31

41' - 0 5/8"

37' - 11 3/8"

42' - 2 5/8"

18' - 0"

BES-02A

GARAGE FLOOR

-0' - 6"

18' - 0"

BES-01A

BES-02B

BES-30B

11'-0" R.O.

4" 4'

-2

R .O

BES-02A

BES-20C

EXTP-03

EXTP-01

EXTP-02

EXTP-02

EXTP-02

EXTP-02EXTP-02

EXTP-02

BES-01ABES-02B

BES-02B

BES-31

X5

X2

X4

X1

X3

X9

X8

X3

X5

4'-0"

1' -6

9' -0

1' -6

3'-0"

B1

AE300

BES-01ABES-01A

BES-02A

BES-01B

BES-01B

BES-01B

BES-01A

BES-01A

BES-02B

BES-01A

11'-0" R.O.

4' -2

R

.O

BES-23

EXTP-02

EXTP-02

EXTP-01

EXTP-02 EXTP-02

EXTP-02

EXTP-02

BES-01A

OPEN

BES-02B

BES-01A

EXTP-01

X1

X1

X2

X2

X3

X4

EXTP-03

EXTP-03

AE332

A4

X5

X5

X6

X8

X8

'-6

R

.O . 2'

-1 1"

0" 6'

-4

/2

'-1

/8

FIRST FLOOR

0' - 0"

MECHANICAL PENTHOUSE

13' - 0"

T.O. ROOF

43' - 0"

BES-01A

BES-02A

BES-30BBES-30ABES-30A BES-30A

37' - 11 3/8"

42' - 2 5/8" 41' - 0 5/8"

18' - 0"

GARAGE FLOOR

-0' - 6"

BES-20A-BRBES-20C-BRBES-20C-BR

BES-30B

32' - 11 1/8"

18' - 0"

BES-02A

BES-22A

EXTP-02

EXTP-02 EXTP-02

EXTP-02

EXTP-02

EXTP-02

BES-01AEXTP-02

BES-31

BES-02B BES-02B

EXTP-04 EXTP-04 EXTP-04 EXTP-04

X2

X6

X1

X8

X4

X3

BES-01A-BR

BES-01A-BR

BES-01A-BR BES-01A-BR

BES-01A-BR

FIRST FLOOR

0' - 0"

MECHANICAL PENTHOUSE

13' - 0"

T.O. ROOF

43' - 0"

B1

AE300

AE333

F8

BES-02B

1' -0

/ 1

'-0

2" / 1'-0"

18' - 0"

BES-02A

31' - 7"

36' - 11"

1'-0" / 1'-0"

OPEN

BES-02B

X8

X3

X4

X9

B1

AE300

BES-02A

BES-02B

1' -0

/ 1

'-0

1'-0" / 1'-0"

2" / 1'-0"

19' - 8"

BES-02B

OPEN

X8

X3 X4

11' - 6"

BES-20C BES-23

X4

X8

X3

BES WALL TYPES

BES-02A AND BES-02B STONE SIDING

BES-01A, BES-01C,BES-01E

FIBER CEMENT V-GROOVE SIDING

BES-11 THRU 13: GLAZING SYSTEMS

BES-01B FIBER CEMENT SHAKE SIDING

BES ROOF TYPES

BES-31 LOW SLOPED METAL SEAM ROOF

BES-30A & BES-30B HIGH PITCHED SHINGLE ROOF

EXTP-01

X6

X7

9' -8

X6

BES WALL SYSTEM FINISHES

EXTP-03 LIGHT BLUE

EXTP-01 DARK GRAY

EXTP-04 WHITE

EXTP-02 MID TONE BLUE

NOTE: ALL FINISHES TO BE EXTERIOR GRADE PAINT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEEER

MR PROJECT NO:

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t o n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t th re e in c h o n e fo o t

PLAN

NORTH

ACTUAL

NORTH

AREA A

AREA B

AREA C AREA

D

/9

/2

:4

:0

P M

AE202

ARCHITECTURAL EXTERIOR ELEVATIONS CONSTRUCT NEW COMMUNITY

LIVING CENTER (CLC)

LEBANON, PENNSYLVANIA

595-601

CLC-1

2023-02-09 JP MPY0499-0124

BID DOCUMENTS

1/8" = 1'-0" D9

CENTRAL SPINE - SOUTH

1/8" = 1'-0" B1

CENTRAL SPINE - EAST

1/8" = 1'-0" B6

CENTRAL SPINE - NORTH

1/8" = 1'-0" D1

CENTRAL SPINE - WEST

1/8" = 1'-0" F1

CENTRAL SPINE CHIMNEY - NORTH

1/8" = 1'-0" F2

CENTRAL SPINE CHIMNEY - SOUTH

1/8" = 1'-0" A6

CENTRAL SPINE - NORTH DINING

1/8" = 1'-0" F8

SOILED, RECYCLING, AND WASTE PICKUP ENCLOSURE - EAST

EXTERIOR ELEVATION KEYNOTES

X1 DECORATIVE FIBER CEMENT TRIM BOX OUT AROUND

STEEL STRUCTURE.

X2 DECORATIVE MOULDING PROFILE

X3 ALUMINUM DOWNSPOUT

X4 SNOWGUARD

X5 LOUVER WITH FIBERBOARD SURROUND

X6 VINYL LATTICE SCREEN WITH INSECT SCREEN SURROUND

X7 VINYL FENCE ACCESS DOOR WITH LIFT LOCK

X8 CAST STONE WALL CAP

X9 PRECAST SPLASH BLOCK

X10 TYPICAL TERRACOTTA CHIMNEY TOP, SEE DETAILS ON

AE33 AND AE321

X12 BLAST/IMPACT RESISTANT DOOR

Revisions: Date:

FIRST FLOOR

0' - 0"

MECHANICAL PENTHOUSE

13' - 0"

BES-30A BES-30A

36' - 2 5/8"

18' - 0" 18' - 0"

37' - 7 1/8"

BES-20B-BRBES-20A-BRBES-20A-BR

F1

AE300

F4

AE300

BES-02A

BES-20A-BR BES-20A-BR BES-20A-BR BES-20A-BR BES-20B-BR BES-20A-BR BES-20A-BR

40' - 2 1/2"

EXTP-03 EXTP-03

EXTP-03

EXTP-03

BES-31 BES-31

X1

X8

X8

X3

X3

AE332

F5

X10

BES-01A-BR

BES-01A-BR

BES-02B-BR

BES-02B-BR

BES-01A-BR

BES-02B-BR

BES-01A-BR

18' - 0"

EXTP-03

EXTP-03

OPEN

EXTP-03

X5

X7 X3

X1

X8

X8

X2

X3

3'-6 1/2"

9' -5

/4

4'

-6

/2

EQEQ

X10

BES-20C-BR

BES-01A-BR

BES-02A-BR

BES-01A-BR

BES-01B-BR

X12

X12

D7

AE300

BES-01A

BES-01A

11' - 6"

BES-30A

BES-30A

18' - 0"

36' - 2 1/2"

39' - 10 1/2"

BES-20B BES-20C BES-20C BES-20B BES-20C

D8

AE300

9' - 0"

BES-01A

BES-01A

EXTP-01

BES-02A

EXTP-03

EXTP-01

EXTP-03

BES-02A

BES-31

X8

X8

X1

X3

X10

BES-01A

BES-01A

BES-01B

4" / 1 '-0"

2" / 1'-0"

BES-02A

1' -0

/ 1

'-0

1'-0" / 1'-0"

EXTP-03

EXTP-03

EXTP-01

EXTP-01

BES-02B

BES-02B

BES-01A

BES-01A

EXTP-03

BES-02A

X5

X7

X8

X8

X1

X3

3'-6 1/2"

EQEQ

4' -6

/2

9'

-4

/8

X10

F2

AE333

BES-20C

FIRST FLOOR

0' - 0"

MECHANICAL PENTHOUSE

13' - 0"

BES-01A

BES-01A

BES-01A

BES-30A

BES-31

11' - 6"

BES-30A

18' - 0"

37' - 7 1/8"

39' - 10 1/2"

BES-20B BES-02A BES-02A BES-02A BES-02A BES-20B BES-02A BES-02A

F1

AE300

F4

AE300

BES-01A

EXTP-03

EXTP-03

EXTP-01

EXTP-01

BES-02A

BES-31

X3

X1

X8

X8

X8

X8

X10

D7

AE300

BES-01A

BES-01A

BES-30A BES-30A

BES-02A BES-02A BES-20B BES-02A BES-02A BES-02A BES-02A BES-20B BES-02A BES-02A

D8

AE300

BES-02A

EXTP-01

EXTP-03

EXTP-03

BES-01A

BES-01A

EXTP-01

BES-31

BES-02B BES-02B

X3

X3

X3

X8

X8

X1

X8

X9

X10

FIRST FLOOR

0' - 0"

MECHANICAL PENTHOUSE

13' - 0"

1'-0" / 1'-0" 1' -0

/ 1

'-0

18' - 0"

EXTP-03

EXTP-03BES-01A

BES-01B

X3 BES-01A

BES-01B

EXTP-03

EXTP-03

X3

BES-02B BES-02B

BES-02B

BES-02A

X5

X8

X8

X3

X10

F2

AE333

BES-02B

BES-02B

BES-02B

BES-02A

X5

X8

X3

X8

X10

FIRST FLOOR

0' - 0"

1' -0

/ 1

'-0 " 1'-0" / 1'-0"

EXTP-02

EXTP-02

BES-01A-BR

BES-01B-BR

BES-30A

25' - 9 1/8"

13' - 0"

11' - 6"

F8

AE300

EXTP-02

EXTP-01

BES-31

X4

X3

X12

BES-01A-BR BES-01A-BR BES-01A

BES-30A

25' - 9 1/8"

13' - 0"

11' - 6"

F8

AE300

EXTP-02

EXTP-01

BES-31

BES-01AX3

BES-01A

1' -0

/ 1

'-0 " 1'-0" / 1'-0"

13' - 0"

BES-01B

EXTP-02

EXTP-02

X3

BES WALL TYPES

BES-02A AND BES-02B STONE SIDING

BES-01A, BES-01C,BES-01E

FIBER CEMENT V-GROOVE SIDING

BES-11 THRU 13: GLAZING SYSTEMS

BES-01B FIBER CEMENT SHAKE SIDING

BES ROOF TYPES

BES-31 LOW SLOPED METAL SEAM ROOF

BES-30A & BES-30B HIGH PITCHED SHINGLE ROOF

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEEER

MR PROJECT NO:

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t

ACTUAL

NORTH

AREA A

AREA B

AREA C AREA

D

/9

/2

:4

:2

P M

AE203

ARCHITECTURAL EXTERIOR ELEVATIONS CONSTRUCT NEW COMMUNITY

LIVING CENTER (CLC)

LEBANON, PENNSYLVANIA

595-601

CLC-1

2023-02-09 JP MPY0499-0124

BID DOCUMENTS

1/8" = 1'-0" B1

EAST RESIDENT WING - NORTHWEST

1/8" = 1'-0" B4

EAST RESIDENT WING - WEST

1/8" = 1'-0" E6

WEST RESIDENT WING - NORTHEAST

1/8" = 1'-0" E4

WEST RESIDENT WING - SOUTHEAST

1/8" = 1'-0" E1

EAST RESIDENT WING - SOUTHEAST

1/8" = 1'-0" B6

WEST RESIDENT WING - SOUTHWEST

1/8" = 1'-0" C1

EAST RESIDENT WING - NORTH EAST

1/8" = 1'-0" C5

WEST RESIDENT WING - NORTH WEST

1/8" = 1'-0"

C7

WEST RESIDENT WING BARIATRIC - NORTH WEST

1/8" = 1'-0" C3

EAST RESIDENT WING BARIATRIC - NORTH EAST

1/8" = 1'-0" F2

MED GAS WING - NORTHEAST

1/8" = 1'-0" F3

MED GAS WING - NORTHWEST

1/8" = 1'-0" F4

MED GAS WING - SOUTH EAST

1/8" = 1'-0" F5

MED GAS WING - SOUTHWEST

EXTERIOR ELEVATION KEYNOTES

X1 DECORATIVE FIBER CEMENT TRIM BOX OUT AROUND

STEEL STRUCTURE.

X2 DECORATIVE MOULDING PROFILE

X3 ALUMINUM DOWNSPOUT

X4 SNOWGUARD

X5 LOUVER WITH FIBERBOARD SURROUND

X6 VINYL LATTICE SCREEN WITH INSECT SCREEN SURROUND

X7 VINYL FENCE ACCESS DOOR WITH LIFT LOCK

X8 CAST STONE WALL CAP

X9 PRECAST SPLASH BLOCK

X10 TYPICAL TERRACOTTA CHIMNEY TOP, SEE DETAILS ON

AE33 AND AE321

X12 BLAST/IMPACT RESISTANT DOOR

B6

AE300

D4

AE300

D E F G H I JC.2 C.5 E.1C.1 C.9

AE340

B1

B1

AE300 67 4.85.19.1 6.87.47.9 6.5

AE340

B8

B1

AE3006 74.8 5.1 9.16.8 7.4 7.9

'-1

/4

ABC A.1A.8B.2

F2

AE333

K L M ONL.3K.5

CORRIDOR

K L M ONL.3K.5 KLMO N L.3 K.5 P Q

A B CA.1 A.8

F2

AE333

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEEER

MR PROJECT NO:

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t

ACTUAL

NORTH

AREA A

AREA B

AREA C AREA

D

/9

/2

:4

:3

P M

AE300

ARCHITECTURAL BUILDING SECTIONS CONSTRUCT NEW COMMUNITY

LIVING CENTER (CLC)

LEBANON, PENNSYLVANIA

595-601

CLC-1

2023-02-09 JP MPY0499-0124

BID DOCUMENTS

1/8" = 1'-0" B1

CENTRAL SPINE SECTION

1/8" = 1'-0" B6

SECTION AT ENTRY VESITBULE

1/8" = 1'-0" D4

CENTRAL MECHANICAL ROOM SECTION

1/8" = 1'-0" D7

WEST RESIDENT WING SECTION

1/8" = 1'-0" D1

TYPICAL EAST RESIDENT WING SECTION

1/8" = 1'-0" F1

EAST RESIDENT WING SECTION

1/8" = 1'-0" F4

EAST RESIDENT WING SECTION AT MECHANICAL SPACE

1/8" = 1'-0"

F8

MED GAS WING SECTION

1/8" = 1'-0" D8

WEST RESIDENT WING SECTION AT MECHANICAL SPACE

WALL SECTIONS GENERAL NOTES

1. SEE STRUCTURAL DRAWINGS FOR ALL STRUCTURAL STEEL MEMBER DIMENSIONS

AND FOOTING DIMENSIONS.

2. ALL COLD FORMED FRAMING IS DELEGATED DESIGN. REFER TO STRUCTURAL

DRAWINGS FOR LOAD REQUIREMENTS. REFER TO ELEVATIONS AND BLAST REPORT FOR

ADDITIONAL CRITERIA.

3. ALL EXTERIOR STEEL TO BE GALVANIZED AND PAINTED

4. SEE SHEET AE602 FOR TYPICAL OPENING DIMENSIONS

FIRST FLOOR

0' - 0"

BES-01A

3' -7

/4

R

.O

3' -0

T

Y P

. U .N

.O

BES-20C

BES-01A

BES-31

E.1

AE330

F8 SIM.

AE330

D4 SIM.SIM.

BES-01A

BES-31

AE330

D4

AE201

D6

7' -2

R

.O

E.1

'-6

4" DOWNSPOUT BENT

AROUND SOFFIT

STRUCTURAL STEEL,

REFER TO STRUCTURAL DWGS

BES-01A

BES-30A

AE330

B8

AE330

D6

AE330

F8

AE330

D8

5.1

BES-02A

AE332

D4

SCHEDULED CEILING

CFMF LATERAL CONNECTION

CONCRETE ON METAL DECK

PERIMETER FIRE CONTAINMENT

SYSTEM

SIM.

1'-0"1'-6 7/8"

BES-01A

BES-31

BES-30A

AE330

C6

AE330

E4

7' -4

R

.O

'-0

T

Y P

. U .N

.O

'-1

1/

2" T

Y P

. U .N

.O

5.1

BES-01A

'-6

/2

1'-6 7/8"

8 1/2"

MECHANICAL PENTHOUSE

13' - 0"

BES-01A

BES-31

BES-01A

BES-30A

AE330

F8

AE330

B2

5' -0

T

Y P

. U .N

.O

6 5.1

CONCRETE ON METAL DECK

LATERAL WIND CLIP

AE330

B8

AE330

D4 SIM.

'-8

'-8

1'-0"1'-6 7/8"

10"

1'-3 1/8"

8 3/4"

1'-6 3/4"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEEER

MR PROJECT NO:

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t

ACTUAL

NORTH

AREA A

AREA B

AREA C AREA

D

/9

/2

:4

:4

P M

AE310

ARCHITECTURAL EXTERIOR WALL SECTIONS

- AREA A

CONSTRUCT NEW COMMUNITY

LIVING CENTER (CLC)

LEBANON, PENNSYLVANIA

595-601

CLC-1

2023-02-09 JP MPY0499-0124

BID DOCUMENTS

1/2" = 1'-0" E1

WALL SECTION AT DINING STOREFRONT

1/2" = 1'-0" E2

WALL SECTION AT DINING STOREFRONT DOOR

1/2" = 1'-0" E4

WALL SECTION AT RESIDENT LAUNDRY

1/2" = 1'-0" E5

WALL SECTION AT EMERGENCY ELECTRICAL

1/2" = 1'-0"

E7

WALL SECTION AT IT

Revisions: Date:

REFERE TO E4 FOR TYPICAL NOTES REFERE TO E4 FOR TYPICAL NOTESREFER TO E4 FOR TYPICAL NOTES

AND DIMENSIONS

REFER TO E4 FOR TYPICAL NOTES

AND DIMENSIONS

AND FOOTING DIMENSIONS.

2. ALL COLD FORMED FRAMING IS DELEGATED DESIGN. REFER TO STRUCTURAL

DRAWINGS FOR LOAD REQUIREMENTS. REFER TO ELEVATIONS AND BLAST REPORT FOR

ADDITIONAL CRITERIA.

3. ALL EXTERIOR STEEL TO BE GALVANIZED AND PAINTED

4. SEE SHEET AE602 FOR TYPICAL OPENING DIMENSIONS

FIRST FLOOR

0' - 0"

MECHANICAL PENTHOUSE

13' - 0"

BES-01A

BES-30A

BES-01B

BES-01B

EXHAUST LOUVER

AE330

C6 SIM.

AE330

F4

AE330

E4

I J

ROOF STRUCTURAL STEEL,

REFER TO STRUCTURAL DWGS

FIBER CEMENT CEILING SYSTEM

CFMF LATERAL CONNECTION

CONCRETE ON METAL DECK

PERIMETER FIRE CONTAINMENT

SYSTEM

SLOPED CONCRETE SIDEWALK

ON GRADE

SCHEDULED CEILING

SCHEDULED FLOOR

SIM.

/8

'-0

BES-31

1'-0"1'-6 7/8"

/8

1' -5

/8

'-6

GARAGE FLOOR

-0' - 6"

BES-01A

AE331

F5

AE330

F6

6.8 6.5

'-1

1/

2" T

Y P

BES-31

BES-30A

FIBERGLASS REINFORCED COLUMN

ENCLOSURE SYSTEM

DECORATIVE BRACKET

AE332

F4

8 1/8"1'-9"

BES-01B

BES-01A

BES-30A

GABLE LOUVER

AE330

C6 SIM.

AE330

F2

J

GARAGE EXHAUST,

SEE MECHANICAL DRAWINGS

FOR ADDITIONAL INFORMATION

AE330

F4 SIM.

SLOPED DRIVE, REFER TO CIVIL

DRAWINGS

AUTOMATIC GARAGE DOOR AND TRACK

PTD. CEMENT FIBER BEAM WRAP, SEE

SIM DETAIL ABOVE.

PTD. CEMENT FIBER SOFFIT BEYOND

7/

8" 1'

-7

'-6

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEEER

MR PROJECT NO:

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t

ACTUAL

NORTH

AREA A

AREA B

AREA C AREA

D

/9

/2

:4

:5

P M

AE311

ARCHITECTURAL EXTERIOR WALL SECTIONS

- AREA A

CONSTRUCT NEW COMMUNITY

LIVING CENTER (CLC)

LEBANON, PENNSYLVANIA

595-601

CLC-1

2023-02-09 JP MPY0499-0124

BID DOCUMENTS

1/2" = 1'-0" E3

WALL SECTION AT CENTRAL MECH ROOM STAIR

1/2" = 1'-0" E6

WALL SECTION AT GARAGE

1/2" = 1'-0" E8

WALL SECTION AT GARAGE DOOR

Revisions: Date:

REFERE TO E3 FOR TYPICAL NOTES

AND DIMENSIONS

REFERE TO E3 FOR TYPICAL NOTES

AND FOOTING DIMENSIONS.

2. ALL COLD FORMED FRAMING IS DELEGATED DESIGN. REFER TO STRUCTURAL

DRAWINGS FOR LOAD REQUIREMENTS. REFER TO ELEVATIONS AND BLAST REPORT FOR

ADDITIONAL CRITERIA.

3. ALL EXTERIOR STEEL TO BE GALVANIZED AND PAINTED

4. SEE SHEET AE602 FOR TYPICAL OPENING DIMENSIONS

GARAGE FLOOR

-0' - 6"

BES-01A

J

BES-31

SIDEWALK, SEE CIVIL DRAWINGS

SLAB ON GRADE, SEE STRUCTURAL DRAWINGS

AE330

F8 SIM.

AE330

D4 SIM.

STRUCTURAL STEEL,

SEE STRUCTURAL DRAWINGS

FOUNDATION WALL,

SEE STRUCTURAL DRAWINGS

SCHEDULED FLOOR

1' -8

/8

'-5

1' -6

/8

1'-0"1'-6 7/8"

'-0

AE331

B2

AE331

F3

9.17.9

BES-31

1' -8

/8

'-0

AE330

F8

SLOPED SIDEWALK, SEE

STRUCTURAL DRAWINGS

AND AE110

LATTICE

SCREEN

3- SIDED FRAME AND

INSECT SCREEN SYSTEM

TRASH AND

RECYCLING

ENCLOSURE

VINYL TONGUE AND GROOVE

PRIVACY PICKET

BES-01A-BR

BES-30A

BES-20C-BR

AE330

D8

'-0

1/ 4"

AE331

D8

AE330

F8

9.17.4 7.9

2" 2-PIECE CAST STONE

PLINTH ABOVE SLOPED

SIDEWALK, TYP.

1'-9"

FIBER REINFORCED

COLUMN, TYP.

'-4

/8

AE331

F3

1'-8 1/4"

BES-01A-BR

BES-01A-BR

AE331

F6

VENEER STONE HALF-WALL

THROUGH WALL GAP/ SCUPPER, 2

LOCATIONS SLOPE CONCRETE PATIO TO

OPENINGS

SLAB ON GRADE

FOUNDATION WALL

2' -1

1/

2"

SLOPE GRADE AWAY 6" MIN.

CAST STONE CAP

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEEER

MR PROJECT NO:

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t

ACTUAL

NORTH

AREA A

AREA B

AREA C AREA

D

/9

/2

:4

:5

P M

AE312

ARCHITECTURAL EXTERIOR WALL SECTIONS

- AREA A

CONSTRUCT NEW COMMUNITY

LIVING CENTER (CLC)

LEBANON, PENNSYLVANIA

595-601

CLC-1

2023-02-09 JP MPY0499-0124

BID DOCUMENTS

1/2" = 1'-0" E3

WALL SECTION AT GARAGE

1/2" = 1'-0" E5

WALL SECTION AT WASTE PICKUP

1/2" = 1'-0" E7

WALL SECTION AT PORCH AND STAFF LOUNGE

1/2" = 1'-0"

E9

WALL SECTION AT EXTERIOR PATIO HALF WALL

Revisions: Date:

REFER TO E3 FOR TYPICAL NOTES

AND DIMENSIONS

REFER TO E3 FOR TYPICAL NOTES

AND FOOTING DIMENSIONS.

2. ALL COLD FORMED FRAMING IS DELEGATED DESIGN. REFER TO STRUCTURAL

DRAWINGS FOR LOAD REQUIREMENTS. REFER TO ELEVATIONS AND BLAST REPORT FOR

ADDITIONAL CRITERIA.

3. ALL EXTERIOR STEEL TO BE GALVANIZED AND PAINTED

4. SEE SHEET AE602 FOR TYPICAL OPENING DIMENSIONS

FIRST FLOOR

0' - 0"

AE201

D6

9.17.9

'-0

2" 2-PIECE CAST STONE

PLINTH ABOVE SLOPED

SIDEWALK, TYP.

1'-9"

FIBER REINFORCED

COLUMN, TYP.

2" 2-PIECE CAST STONE

PLINTH ABOVE SLOPED

SIDEWALK, TYP.

1'-9"

FIBER REINFORCED

COLUMN, TYP.

SCHEDULED FIXTURE

SCHEDULED CEILING

SCHEDULED ENTRY

MATT ON DEPRESSED

SLAB ON GRADE

SLOPED WALKWAY, SEE

STRUCTURAL

DRAWINGS

FOUNDATION WALL

SYSTEM

AE331

B2

AE331

F3

9' -7

/8

BES-01A-BR

BES-30B

BES-01A

BES-31

AE331

F2

AE331

D1

'-9

BES-30B

AE332

F6

AE332

D6

AE332

A6

C.2 C.1

CURTAINWALL DEAD LOAD CONNECTION

LATERAL WIND/ (WIND AND DEAD

LOAD CONNECTION ALT.)

HEAVY TIMBER SYSTEM, PTD.

CURTAINWALL WIND LOAD

CONNECTION TO TRUSS

PROVIDE FLASHING WITH SLOPE

EXPOSED TOP 34 DEGREES

AE601

C6

BES-01A

BES-31

BES-01A

BES-01A

BES-30A

BES-20C

AE331

D6

AE330

D8

4.85.1

1'-0"1'-6 7/8"

'-6

AE330

D4 SIM.

BES-01A

BES-31

C.2 C.1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEEER

MR PROJECT NO:

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t

ACTUAL

NORTH

AREA A

AREA B

AREA C AREA

D

/9

/2

:4

:0

P M

AE313

ARCHITECTURAL EXTERIOR WALL SECTIONS

- AREA B

CONSTRUCT NEW COMMUNITY

LIVING CENTER (CLC)

LEBANON, PENNSYLVANIA

595-601

CLC-1

2023-02-09 JP MPY0499-0124

BID DOCUMENTS

1/2" = 1'-0" E1

WALL SECTION AT VESTIBULE

1/2" = 1'-0"

E3

WALL SECTION AT MULTIPURPOSE

1/2" = 1'-0" E6

WALL SECTION AT MULTIPURPOSE CURTAIN WALL

1/2" = 1'-0"

E8

WALL SECTION AT DINING

1/2" = 1'-0" E5

WALL SECTION AT CORRIDOR 130 EXIT DOOR

AND FOOTING DIMENSIONS.

2. ALL COLD FORMED FRAMING IS DELEGATED DESIGN. REFER TO STRUCTURAL

DRAWINGS FOR LOAD REQUIREMENTS. REFER TO ELEVATIONS AND BLAST REPORT FOR

ADDITIONAL CRITERIA.

3. ALL EXTERIOR STEEL TO BE GALVANIZED AND PAINTED

4. SEE SHEET AE602 FOR TYPICAL OPENING DIMENSIONS

FIRST FLOOR

0' - 0"

BES-01A

BES-02A

BES-30A

A

8 3/8"

MECHANICAL PENTHOUSE

13' - 0"

BES-01A

BES-31

BES-01A

BES-02A

BES-01A

AE332

A3

AE332

D3

'-8

'-0

'-3

/2

'-7

A A.1

AE331

D6

6 3/4"

3 5/8"

BES-02B

A.8

'-1

M

IN

C L R

'-6

/2

BES-20C

BES-02A-BR

BES-02A-BR

BES-01B-BR

BES-01A

BES-30A

AE201

D6

AE332

F1

B B.2

BES-01A

C

AE330

D4 SIM.

SIM.

AE330

F8 SIM.

SCHEDULED

CEILING

SCHEDULED

FLOOR ON SLAB ON

GRADE

LATERAL CFMF

CONNECTION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEEER

MR PROJECT NO:

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t

ACTUAL

NORTH

AREA A

AREA B

AREA C AREA

D

/9

/2

:4

:1

P M

AE314

ARCHITECTURAL EXTERIOR WALL SECTIONS

- AREA C

CONSTRUCT NEW COMMUNITY

LIVING CENTER (CLC)

LEBANON, PENNSYLVANIA

595-601

CLC-1

2023-02-09 JP MPY0499-0124

BID DOCUMENTS

1/2" = 1'-0" E1

WALL SECTION AT RESIDENT RM 101

1/2" = 1'-0" E3

WALL SECTION AT GUEST/BARIATRIC RESIDENT RM 100

1/2" = 1'-0" E5

WALL SECTION AT WEST MECH ACCESS STAIR

1/2" = 1'-0" E7

TYPICAL WALL SECTION AT RESIDENT CORRDIOR STOREFRONT

1/2" = 1'-0" E8

TYPICAL WALL SECTION AT RESIDENT WING EXIT DOOR

1/2" = 1'-0" E9

TYPICAL WALL SECTION AT RESIDENT ROOM SHED ROOF

FIRST FLOOR

0' - 0"

MECHANICAL PENTHOUSE

13' - 0"

L.3

BES-30A

AE331

D8

AE331

F3

AE330

F8

M ON

BES-20A-BR

BES-01A-BR

BES-01A-BR

BES-01A-BR

BES-30A

M ON

BES-02B-BR

BES-01A-BR

BES-01A-BR

1. SEE STRUCTURAL DRAWINGS FOR ALL STRUCTURAL STEEL MEMBER DIMENSIONS

AND FOOTING DIMENSIONS.

2. ALL COLD FORMED FRAMING IS DELEGATED DESIGN. REFER TO STRUCTURAL

DRAWINGS FOR LOAD REQUIREMENTS. REFER TO ELEVATIONS AND BLAST REPORT FOR

ADDITIONAL CRITERIA.

3. ALL EXTERIOR STEEL TO BE GALVANIZED AND PAINTED

4. SEE SHEET AE602 FOR TYPICAL OPENING DIMENSIONS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEEER

MR PROJECT NO:

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t

ACTUAL

NORTH

AREA A

AREA B

AREA C AREA

D

/9

/2

:4

:1

P M

AE315

ARCHITECTURAL EXTERIOR WALL SECTIONS

- AREA D

CONSTRUCT NEW COMMUNITY

LIVING CENTER (CLC)

LEBANON, PENNSYLVANIA

595-601

CLC-1

2023-02-09 JP MPY0499-0124

BID DOCUMENTS

1/2" = 1'-0" E1

WALL SECTION AT EAST MECH ACCESS STAIR

1/2" = 1'-0" E3

WALL SECTION AT BARIATRIC RESIDENT RM 113

1/2" = 1'-0" E6

WALL SECTION AT RESIDENT ROOM & EXTERIOR PORCH

Q

X12

BES-01A-BR

BES-01A-BR

BES-01B-BR

BES-30A

AE331

D8

AE330

F8

Q

BES-01A-BR

FIRST FLOOR

0' - 0"

BES-01A

BES-01B

BES-30A

AE201

D6

1. SEE STRUCTURAL DRAWINGS FOR ALL STRUCTURAL STEEL MEMBER DIMENSIONS

AND FOOTING DIMENSIONS.

2. ALL COLD FORMED FRAMING IS DELEGATED DESIGN. REFER TO STRUCTURAL

DRAWINGS FOR LOAD REQUIREMENTS. REFER TO ELEVATIONS AND BLAST REPORT FOR

ADDITIONAL CRITERIA.

3. ALL EXTERIOR STEEL TO BE GALVANIZED AND PAINTED

4. SEE SHEET AE602 FOR TYPICAL OPENING DIMENSIONS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEEER

MR PROJECT NO:

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t

ACTUAL

NORTH

AREA A

AREA B

AREA C AREA

D

/9

/2

:4

:2

P M

AE316

ARCHITECTURAL EXTERIOR WALL SECTIONS

- AREA D

CONSTRUCT NEW COMMUNITY

LIVING CENTER (CLC)

LEBANON, PENNSYLVANIA

595-601

CLC-1

2023-02-09 JP MPY0499-0124

BID DOCUMENTS

1/2" = 1'-0" E7

WALL SECTION AT MED GAS WING EXIT

1/2" = 1'-0" E5

WALL SECTION AT MED GAS WING PITCHED ROOF

1/2" = 1'-0"

WALL SECTION AT MED GAS CORRIDOR

3 5/8" 16GA GALVANIZED METAL STUDS

AT 16" O.C.

LINE OF BASE BELOW

F

9.1

EQ EQ

1'-2"

E Q

E Q

1' -2

FIBERGLASS COLUMN ENCLOSURE

ALUMINUM GUTTER DOWNSPOUT

HSS COLUMN, SEE

STRUCTURAL DRAWINGS FOR

ADDITIONAL INFORMATION

F4

AE332

6" X 6" CFMF CORNER BOX

5.5" X 1" FIBER CEMENT

CORNER TRIM

HSS COLUMN, SEE

STRCUTURAL DRAWINGS FOR

ADDITIONAL INFORMATION

2 1/2" Z GIRT CLIP

I

5.1

9" B

.O .S

9 1/8" B.O.S.

NON PERMEABLE AIR BARRIER

WRAPPED AT CORNER

BES-01A

BES-01A

9.1

FIBERGLASS COLUMN ENCLOSURE

F4

AE332

6" WIDE VINYL TONGUE AND GROOVE

PRIVACY PICKET

6"x6" CFMF CORNER BOX

5 1/2" X 1" FIBER CEMENT

OUTISDE CORNER TRIM

2 1/2" Z GIRT CLIP

6" CFMF AT 16" O.C. MAX

M

87.9

SEALANT AS REQUIRED

3 1/2" X 1" INSIDE CORNER TRIM

6" METAL STUD AT 16" O.C. MAX

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

BES-01A

I

6.8

FIBER CEMENT TRIM

BACKER ROD AND SEALANT

5/8" TYPE X GWB WRAPPED

TO TERMINATE AT EXTERIOR SHEATHING

HOLLOW METAL FRAME

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

DOOR JAMB ANCHOR

NON PERMEABLE AIR BARRIER

WRAPPED AT ROUGH OPENING

HSS COLUMN, SEE STRUCTURAL DRAWINGS

FOR ADDITIONAL INFORMATION

3 1/2" X 1" FIBER CEMENT

TRIM BOARD, TYP. U.N.O.

BACKER ROD AND SEALANT

HOLLOW METAL FRAME

DOOR JAMB ANCHOR

NON PERMEABLE AIR BAIRRER

WRAPPED AT ROUGH OPENING

6" CFMF AT 16" O.C.

LINE OF THERMALLY BROKEN

DOOR SADDLE BELOW

HOLLOW METAL DOOR LEAF

O P

E N

IN

G

1/2"

2" 5/

8"

2"6 5/8"2"

10 1/2"

BES-01A

BES-01A

5 1/2" X 1" FIBER CEMENT TRIM BOARD

FIBER CEMENT TRIM BOARD

1/

2"NONPERMEABLE AIR BARRIER

WRAPPED AT ROUGH OPENING

FRT WOOD BLOCKING

6" CFMF AT 16" O.C. MAX

GARAGE DOOR GUIDE RAILS

METAL ANGLE AS REQ BY MFR

GARAGE DOOR LEAF

7.9

5/8" TYPE X GWB CARRIED THROUGH

TO EXTERIOR SHEATHING

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

6" CFMF AT 16" O.C.

J

6.5

3 5/8" 16GA GALAVANIZED

METAL STUDS AT 16" O.C.

FIBERGLASS COLUMN

ENCLOSURE

HSS ROUND COLUMN, SEE

STRUCTURAL DRAWINGS FOR

ADDITIONAL INFORMATION

LINE OF FIBERGLASS COLUMN

ENCLOSURE BASE BELOW

1' -2

E Q

E Q

EQ EQ

1'-2"

F4

AE332

7.9

5/8" TYPE X GWB CARRIED THROUGH

TO EXTERIOR SHEATHING

5/8" TYPE X GWB CARRIED THROUGH

TO EXTERIOR SHEATHING

6" CFMF AT 16" O.C.

6" CFMF AT 16" O.C.

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

5.1

E.1

BACKER ROD AND SEALANT

FRT WOOD BLOCKING

WOOD TRIM

FIBER CEMENT TRIM

METAL FLASHING

3 5/8"

BACKER ROD AND SEALANT

SEALANT

BES-01A

ONE HOUR FIRE RATED PARTITION

NON-RATED SMOKE PARTITION

NON-RATED PARTITION

HIGHEST PRIORITY

MID PRIORITY

LOW PRIORITY

PARTITION PRIORITY LEGEND

LOWER PRIORITY

HIGHER PRIORITY

HIGHER PRIORITY

LOWER PRIORITYHIGHER PRIORITY

LOWER PRIORITY

SEAL ALL WALL

PENETRATIONS

EXTERIOR GYP

SHEATHING

EXTERIOR WALL

MATERIAL

TAPE AND JOINT

COMPOUND, TYP

STUD WALL

FIRE SAFING INSULATION

FIRE STOPPING SEALANT

1 HR FIRE RATED SMOKE BARRIER TERMINATION AT EXTERIOR WALL

BACKER ROD AND SEALANT

HOLLOW METAL FRAME

DOOR JAMB ANCHOR

BES-02A

BES-02A

L

LINE OF 7 1/4" CAST STONE WATER TABLE BELOW

LINE OF STONE SILL BELOW

CONTIOUS METAL FLASHING WITH HEMMED EDGE

FRT WOOD BLOCKING

6" CFMF STUD AT 16" O.C. MAX

WOOD TRIM

SHIM AS REQ BACKER ROD AND SEALANT

BES-01A

BES-02A3 5/8" METAL STUD AT 16" O.C. MAX

2 LAYERS OF 5/8" TYPE X GWB

SEE GI101 FOR UL DESIGN CRITERIA

2 1/2" METAL STUD AT 16" O.C. MAX

BES-01A

HSS COLUMN, SEE STRUCTURAL DRAWINGS

3 5/8" METAL STUD

C

4.8

C.9

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEEER

MR PROJECT NO:

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t

/9

/2

:4

:2

P M

AE320

ARCHITECTURAL EXTERIOR PLAN DETAILS CONSTRUCT NEW COMMUNITY

LIVING CENTER (CLC)

LEBANON, PENNSYLVANIA

595-601

CLC-1

2023-02-09 JP MPY0499-0124

BID DOCUMENTS

1 1/2" = 1'-0" D1

TYPICAL NON-STUCTURAL COLUMN ENCLOSURE AT PORCH

1 1/2" = 1'-0" A1

TYPICAL EXTERIOR CORNER

1 1/2" = 1'-0" D3

TYPICAL COLUMN ENCLOSURE AT SOILED/WASTE/RECYCLING PICKUP

1 1/2" = 1'-0" A3

EXTERIOR PLAN DETAIL AT MEDS RM

1 1/2" = 1'-0" C1

1 HR RATED PARTITION TERMINATION AT MECHANICAL & PLUMBING ROOM

3" = 1'-0" A6

TYPICAL EXTERIOR HOLLOW METAL DOOR JAMB DETAIL

3" = 1'-0" C6

GARAGE DOOR JAMB DETAIL

3" = 1'-0" C8

TYPICAL SMOKE BARRIER PLAN DETAIL AT EXTERIOR WALL

Revisions: Date:

1 1/2" = 1'-0" E3

FIBERGLASS COLUMN ENCLOSURE DETAIL AT ROUND COLUMN

1 1/2" = 1'-0" E1

1HR FIRE RATED SMOKE BARRIER PLAN DETAIL AT PLUMBING CHASE

1 1/2" = 1'-0" E8

EXTERIOR PLAN DETAIL - ALUMINUM CLAD WOOD DOOR AT BES-01A

1 1/2" = 1'-0" F1

RATED INTERSECTION LEGEND

3" = 1'-0" E6

EXTERIOR PLAN DETAIL - HOLLOW METAL DOOR AT BES-02A

1 1/2" = 1'-0" A8

EXTERIOR WINDOW JAMB DETAIL AT 1HR FIRE RATED SMOKE BARRIER

1 1/2" = 1'-0" C3

EXTERIOR CORNER DETAIL W/ COLUMN ENCLOSURE

C.2

C.1

5.5" X 1" FIBER CEMENT CORNER TRIM

SEALANT

2 1/2" Z GIRT CLIP

SELF ADHERED VAPOR PERMEABLE AIR BARRIER MEMEBRANE

BACKER ROD AND SEALANT

METAL FLASHING

WOOD TRIM

FRT WOOD BLOCKING

6" COLD FORMED METAL FRAMING AT 16" O.C.

BES-01E

1/

2"

1/

2"

1/

2"

5 1/2" 8 1/2" 5 1/2"

BES-01A

3 3/8"

FIBER CEMENT TRIM BOARD

1'-0 7/8"

9 7/8"

1'-7 1/2"

1/2" WOOD SHIM

5 1/2"

SCHEDULED

DOOR AND

FRAME

4.8

E.1

5.5" X 1" FIBER CEMENT

CORNER TRIM

FRT WOOD BLOCKING

SHIM AS REQ

WOOD TRIM

METAL FLASHING

BACKER ROD AND SEALANT

FIBER CEMENT TRIM

1/

4" E

.O .S

8 1/4" E.O.S.

BES-01A

CAST STONE WALL CAP BELOW

A.1

ALUMINUM DOWNSPOUT

SPLASH BLOCK

LINE OF CAST STONE WATER

TABLE BELOW

FIBER CEMENT TRIM

METAL FLASHING

BACKER ROD AND SEALANT

SHIM AS REQ

WOOD TRIM

FRT WOOD BLOCKING

B

B.2

7 1/4" CAST STONE WATER TABLE

HSS COLUMN, SEE STRUCTURAL DRAWINGS

FOR ADDITIONAL INFORMATION

FIBER CEMENT INSIDE CORNER TRIM3

1/

2"

3 1/2"

BES-02B

BES-02A

BES-01A

M

N

LINE OF CAST STONE WATER TABLE BELOW

FIBER CEMENT TRIM

HSS COULMN, SEE STRUCTURAL DRAWINGS

FOR ADDITIONAL INFORMATION

3 1/2"

3 1/2"FIBER CEMENT TRIM

BES-02B

BES-01A

BES-01A

HSS COULMN, SEE STRUCTURAL DRAWINGS

FOR ADDITIONAL INFORMATION

F5

AE333

2' -6

/2

1/

2" 2'

-6

/2

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

1' -1

1/

4" CAST STONE CAP

1/2" SEALED STRUCK JOINTS

MORTAR WASH

1/4" WELDED DOWELED ANCHOR

13" X 18" TERRACOTTA CHIMNEY POT

1' -9

/4

1'-5 3/4"

INSIDE EDGE OF CAST STONE

1'-7 1/4"

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

3/4" H-B #434 STONE ANCHOR

SET IN 3" X 1 1/2" X 1" SLOTS

E.1

3'-3 3/4" 1/2" 3'-4 1/4" 1/2" 3'-3 3/4"

3' -2

/4

" CAST STONE CAP

1/2" STRUCK JOINTS

WITH SEALANT

3/4" H-B #434 STONE ANCHOR

SET IN 3" X 1 1/2" X 1" SLOTS

3/

8"

C5

AE333

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEEER

MR PROJECT NO:

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t

/2

:4

:3

P M

AE321

ARCHITECTURAL EXTERIOR PLAN DETAILS CONSTRUCT NEW COMMUNITY

LIVING CENTER (CLC)

LEBANON, PENNSYLVANIA

595-601

CLC-1

2023-02-09 JP MPY0499-0124

BID DOCUMENTS

Revisions: Date:

1 1/2" = 1'-0" D4

EXTERIOR PLAN DETAIL AT MULTIPURPOSE ROOM WALL AT PORCH

1 1/2" = 1'-0" F7

EXTERIOR PLAN DETAIL AT FIBER CEMENT CORNER

1 1/2" = 1'-0" F4

EXTERIOR PLAN DETAIL AT STONE PARAPET

1 1/2" = 1'-0" D6

EXTERIOR PLAN DETAIL AT STONE PARAPET

1 1/2" = 1'-0" D9

EXTERIOR PLAN DETAIL AT STONE PARAPET

1" = 1'-0" D2

CHIMNEY POT PLAN DETAIL

1" = 1'-0" F2

KITCHEN CHIMNEY CAP DETAIL

FIBER CEMENT VENTED SOFFIT PANEL

FIBER CEMENT FASCIA

ALUMINUM DOWNSPOUT

FRT WOOD BLOCKING AS REQ

6" METAL STUD RUNNER

ALUMINUM K STYLE GUTTER

2 1/2" METAL STUDS AT 16" O.C.

INFILL INSULATION ABOVE STUD WALL

BETWEEN DECK

STRUCTURAL STEEL CHANNEL & BENT PLATE,

SEE STRUCTURAL DWGS

STRUCTURAL STEEL JOIST, BEAM, AND

OUTRIGGER, SEE STRUCTURAL DWGS

SHIM AS REQUIRED

BACKER ROD & SEALANT

5.1

BES-30A

PLYWOOD OVERHANG, 1/2" MIN

ALUMINUM GUTTER GUARD

1' -2

" T Y

P

ICE PROTECTION UNDERLAYMENT

1' -2

/4

BES-01A

1/ 2"

STUD CLIPS TO STEEL AT ENDS, BOTH

RUNNERS

1'-0" TYP. U.N.O.

FACE OF EXTERIOR WALL

1'-6 7/8"

1" CLEAR

1/2" MIN.

1'-9 1/2" 9 3/8"

1/

2"

MECHANICAL PENTHOUSE

13' - 0"

COLD FORMED METAL WIND

DEFLECTION CLIP

SEAL PENETRATIONS WITH VAPOR

RETARDRT AROUND CLIP

SEALANT

FIBER CEMENT TRIM

SEALANT

LINE OF SOFFIT BEYOND

ALUMINUM GUTTER BEYOND

STRUCTURAL STEEL TUBE BEAM,

SEE STRUCTURAL DWGS

5.1

A

/2

SOFFIT END TRIM BEYOND

MECHANICAL PENTHOUSE

13' - 0"

FIBER CEMENT TRIM

SEALANT

PAN FLASHING SET

IN BES OF SEALANT AT LOUVER SILL

ALUMINUM LOUVER SYSTEM

VAPOR RETARDANT MEMBRANE

WRAPPED AT BLOCKING

FRT WOOD BLOCKING

SHIM AS REQ

FLASHING/DRIP EDGE

FIBER CEMENT TRIM

AIR BARRIER MEMBRANE

OVERLAPPING FLASHING

SEALANT

VAPOR RETARDANT MEMBRANE

WRAPPED AT BLOCKING

FRT WOOD BLOCKING

VAPOR PERMEABLE AIR BARRIER

WRAPPED AT SILL SHIM

6" METAL RUNNER

6" METAL RUNNER

FIBER CEMENT FASCIA

ALUMINUM K STYLE GUTTER

FRT WOOD BLOCKING

5/8" PLYWOOD SHEATHING

2 1/2" METAL STUDS AT 16" O.C. MAX

FIBER CEMENT VENTED

SOFFIT BOARD

WIND DEFLECTION CLIP

SEAL PENETATIONS WITH

VAPER RETADANT MEMBRANE

5.1

ALUMINUM GUTTER GUARD

1' -7

/2

SILICONE SEAL AT BASE OF 6" METAL RUNNER

REINFORCED SLAB ON GRADE

CONTINUOUS WEEP, +/-8" ABOVE F.F.

AND BASE OF WALL SYSTEM

REINFORCED VAPOR BARRIER

SLAB ON GRADE AT PORCH, DEPRESSED 2"

WITH WOOD DECK SYSTEM ON SLEEPERS

COMPRESSIBLE FILLER BETWEEN SLAB ON

GRADE AND FOUNDATION WALL

FOUNDATION WALL,

SEE STRUCTURAL DWGS

2' RIGID INSULATION, 24" BOTH WAYS

COMPACTED GRAVEL SUBGRADE

COMPACTED EARTH

DAMPPROOFING & DRAINAGE BOARD

4" PVC DOWNSPOUT SOFFIT BOOT, SEE CIVIL DWGS

POLYISOCYANURATE BELOW WEEP,

ADHERED TO WALL

CONCRETE FOOTING,

SEE STRUCTURAL DWGS

5/

8" 1/

2"

PAINTED 5/4" X 7 1/4" SKIRT BOARD AND

INTEGRATED DRIP EDGE, CARRIED

THROUGH TO SLAB

5.1

1'-6 1/2"

9 1/8"

VAPOR RETARDER MEMBRANE WRAPPED AROUND BLOCKING

FRT WOOD BLOCKING

WOOD TRIM SILL, SHIM AS REQ

SEALANT

PAN FLASHING SET IN SEALANT BED UNDER WINDOW

ALUMINUM CLAD WOOD WINDOW

BACKER ROD AND SEALANT

VAPOR PERMEABLE AIR BARRIER WRAPPED AROUND BLOCKING

WOOD TRIM, SHIM AS REQ

VAPOR RETARER MEMBRANE WRAPPED AROUND BLOCKING

FLASHING/DRIP EDGE WITH SEALANT

FIBER CEMENT TRIM BOARD

FIBER CEMENT TRIM

FRT WOOD BLOCKING

VAPOR PERMEABLE AIR BARRIER WRAPPED AROUND BLOCKING

6" METAL RUNNER

5.1

BES-01A

BES-01A

SEALANT

2 1/2" METAL STUD @ 16" O.C. MAX

ALUMINUM K STYLE GUTTER

FIBER CEMENT FASCIA

STRUCTURAL STEEL K JOIST,

SEE STRUCTURAL DRAWINGS

FOR ADDITIONAL INFORMATION

FIBER CEMENT VENTED SOFFIT PANEL

BACKER ROD & SEALANT

SHIM AS REQUIRED

PERFORATED ALUMINUM GUTTER GUARD

1'-0" TYP.

1/ 2"

FRT WOOD BLOCKING

E.1

1' -4

/8

1'-6 7/8" EOD

2'-2"

6" BOX BEAM HEADER

5/8" FIBER CEMENT SIDING

METAL FLASHING

FIBER CEMENT TRIM

METAL FLASHING

AIR BARRIER MEMBRANE LAPPED AT METAL FLASHING

BACKER ROD AND SEALANT

HOLLOW METAL FRAME

LINE OF FIBER CEMENT TRIM BEYOND

HOLLOW METAL DOOR LEAF

THERMALLY BROKEN DOOR SADDLE

HAUNCHED SLAB AT DOOR

COMPRESSIBLE FILLER AT CONCRETE SLAB

AND FOUNDATION WALL

MECHANICAL PENTHOUSE

13' - 0"

CONTINUOUS EAVE TRIM LAPPED

UNDER FIBER CEMENT PANEL

METAL SEAM ROOF PANEL

BACKUP PLATE

LOW FLOATING CLIP

SEALANT AT PANEL CLOSURE END

WALL GIRT

STEEL JOIST,

SEE STRUCTURAL DRAWINGS FOR

ADDITIONAL INFORMATION

STEEL BEAM,

SEE STRUCTURAL DRAWINGS FOR

ADDITIONAL INFORMATION

CONCRETE DECK WITH POUR STOP

AT STEEL BEAM, SEE STRUCTURAL

DRAWINGS FOR ADDITIONAL

INFORMATION

5/8" FIBER CEMENT PANEL

PERIMETER FIRE CONTAINMENT AT

ALL MECHANICAL ROOMS

FIRESAFING INSULATION ON

IMPALING CLIPS

CONTINUOUS BENT STEEL PLATE

1'-6 7/8"

T.O. DECK

9 1/4"7 1/2"

PERIMETER FIRE CONTAINMENT SYSTEM

I

FIBER CEMENT FASCIA

FIBER CEMENT TRIM BOARD WITH

FLASHING DRIP, SLOPED FOR

POSITIVE DRAINAGE,

SEE ELEVATION B6/AE202

FRT WOOD BLOCKING

ASPHALT SHINGLE SYSTEM WITH DRIP FLASHING

FIBER CEMENT TRIM BOARD

SHIM AS REQUIRED

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

BACKER ROD AND SEALANT

PROVIDE DRIP EDGE AT

FIBER CEMENT TRIM BOARD

1/ 2"

STEEL RIDGE BEAM, SEE

STRUCTURAL DRAWINGS FOR

ADDITIONAL INFORMATION

BACKER ROD AND SEALANT

FIBER CEMENT PANEL

BLOCKING UNDER DECK AT EDGE AS REQUIRED

5 3/8"

V A

R

IE

S W

IT

H

S

LO

P E

2' -2

/2

TAPE AIR BARRIER TO DECK

CFMF DEFLECTION TRACK

2 1/8"3'-5 1/4" EOD

FO RIDGE BEAM

3'-8"

FIRST FLOOR

0' - 0"

GARAGE FLOOR

-0' - 6"

CONCRETE UNDER COVERED AREA VARIES

(SLOPED)

6.8

8" FIBER CEMENT SKIRTBOARD, TYP. U.N.O.

METAL TRIM WITH DRIP EDGE

FRT WOOD BLOCKING

BACKER ROD AND SEALANT

SEALANT

2 1/2" METAL RUNNER

2 1/2" METAL STUD AT 16" O.C.

CONCRETE SHELF AT SIDWALK/PORCH

DAMPPROOFING WRAPPED AT CONCRETE

FOUNDATION WALL SHELF

2" POLYISO INSULATION BELOW BLOCKING AT GRADE

FIRST FLOOR

0' - 0"

MECHANICAL PENTHOUSE

13' - 0"

GARAGE FLOOR

-0' - 6"

J

STEPPED FOUNDATION AT GARAGE ENTRY

DOOR, SEE STRUCTURAL DRAWINGS FOR

ADDITIONAL INFORMATION

ASPHALT DRIVEWAY SLOPED FOR POSITIVE

DRAINAGE, SEE CIVIL DRAWINGS FOR

ADDITIONAL INFORMATION

2" FAUX WOOD DOOR WITH INTELLICORE

POLYURTHANE INSULATION , 20.4 R-VALUE

CLEAR INSULATED GLAZING VISION

PANEL BY MFR, SEE AE602 FOR DOOR

SCHEDULE AND ADDITIONAL

INFORMATION

GARAGE DOOR GUIDE RAILS

GARAGE DOOR TOP RAIL, CONTRACTOR

TO COORDINATE UNISTRUT SUPPORT

BASED OFF MFR SPECIFICATION

FIBER CEMENT TRIM BOARD

CONTINUOUS METAL FLASHING

WITH HEMMED EDGE

PRT/FRT WOOD BLOCKING

6" METAL BOX BEAM HEADER

1/

2"

SEALANT

BES-01A

BES-01B

FIBER CEMENT TRIM BOARD

SEALANT

/2

BACKER ROD AND SEALANT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEEER

MR PROJECT NO:

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t

/2

:4

:4

P M

AE330

ARCHITECTURAL EXTERIOR SECTION

DETAILS

CONSTRUCT NEW COMMUNITY

LIVING CENTER (CLC)

LEBANON, PENNSYLVANIA

595-601

CLC-1

2023-02-09 JP MPY0499-0124

BID DOCUMENTS

1 1/2" = 1'-0" B8

TYPICAL SOFFIT DETAIL AT ASPHALT SHINGLE PITCHED ROOF

1 1/2" = 1'-0" D6

TYPICAL WIND DEFLECTION CLIP DETAIL

1 1/2" = 1'-0" C6

TYPICAL EXHAUST LOUVER & ROOF OVERHANG DETAIL

1 1/2" = 1'-0" F8

TYPICAL FOUNDATION DETAIL AT EXTERIOR SLAB ON GRADE

1 1/2" = 1'-0" D8

TYPICAL DOUBLE HUNG WINDOW DETAIL

1 1/2" = 1'-0" D4

TYPICAL METAL SEAM ROOF EAVE DETAIL

3" = 1'-0" E4

TYPICAL EXTERIOR HOLLOW METAL DOOR HEAD & SILL DETAIL

1 1/2" = 1'-0" B2

SECTION DETAIL AT MECHANICAL SPACE

1 1/2" = 1'-0"

F4

TYPICAL RIDGE DETAIL AT ASPHALT SHINGLE ROOF

1 1/2" = 1'-0" F6

FOUNDATION DETAIL AT GARAGE

1 1/2" = 1'-0"

F2

GARAGE DOOR HEAD & SILL DETAIL

REFER TO F8 FOR TYPICAL NOTES

REFER TO F8 FOR TYPICAL NOTES

7.9

3 5/8" METAL STUDS AT 16" O.C. MAX

6" CFMF AT 16" O.C. MAX

6" METAL RUNNER WITH DEFLECTION TRACK

STEEL BEAM, SEE STRUCTURAL

DRAWINGS FOR ADDITIONAL INFORMATION

STEEL JOIST, SEE STRUCTURAL DRAWINGS

FOR ADDITIONAL INFORMATION

SEALANT AND TAPE AIR AND VAPOR

BARRIERS TO DECK

3 5/8" METAL RUNNER

BES-31

SEAL AIR BARRIER AROUND JOISTS AND

CLOSED CELL SPRAY INSULATION AT GAPS

9.1

ALUMINUM K STYLE GUTTER

ALUMINUM GUTTER SNOWGUARD

FIBER CEMENT FASCIA

FRT WOOD BLOCKING

SHIM AS REQUIRED

FIBER CEMENT VENTED SOFFIT

FIBER CEMENT TRIM FASCIA TO CURVED FYPON

2 1/2" METAL STUDS AT 16" O.C. MAX

3 5/8" METAL STUDS AT 16" O.C. MAX

STEEL BEAM, SEE STRUCTURAL DRAWINGS

FOR ADDITIONAL INFORMATION

FIBERGLASS COLUMN ENCLOSURE

STEEL JOIST, SEE STRUCTURAL DRAWINGS

FOR ADDITIONAL INFORMATION

ICE PROTECTION UNDERLAYMENT

FYPON/ WOOD DECORATIVE CURVED BOTH

ENDS OF BEAM

ELEVATION OF CURVED

BEAM

FIBER CEMENT TRIM BOARD

5/

8"

R 0' - 4 3/4"R 0' - 5 1/4"

1' -4

/4

BES-31

1'-3 1/4" E.O.D.

1"

1/ 2"

1'-10 1/8"

1/

2"

1/ 2"

1'-8 1/4" 1'-0"

1' -4

/8

PTD. FYPON BRACKET (SEE SCHEDULE OF FINISHES FOR TYPE)

FIBER CEMENT VENTED CEILING

ENCLOSURE ON 2 1/2" 16 GA. MIN. @ 24" O.C.

BRACED TO DECK 4'-0" O.C. EACH WAY

1"

1"

3/4"

2 1/8"

1/

8"

CONTRACTOR TO COORDINATE

CUT BACK COMPOSITE BES-03B

SYSTEMS WITH COLD FORMED

FRAMING AT EAVES

MECHANICAL PENTHOUSE

13' - 0"

7.4

1" MIN. CLEAR

1' -1

/8

1'

-1

/8

STEEL BEAM, SEE STRUCTURAL DRAWINGS

FOR ADDITIONAL INFORMATION

STEEL OUTRIGGER, SEE STRUCTURAL

DRAWINGS FOR ADDITIONAL INFORMATION

ICE PROTECTION UNDERLAYMENT

PLYWOOD OVERHANG, 1/2" MIN.

ALUMINUM GUTTER GUARD

STEEL ANGLE, SEE STRUCTURAL DRAWINGS

FOR ADDITIONAL INFORMATION

ALUMINUM K STYLE GUTTER

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

1/2" MIN.

1'-0"

STUD CLIP

FIBER CEMENT FASCIA

FRT WOOD BLOCKING

SHIM AS REQ

FIBER CEMENT VENTED SOFFIT

BACKER ROD AND SEALANT

CONTINUOUS STEEL BENT PLATE, SEE

STRUCTURAL DRAWINGS FOR ADDITIONAL

INFORMATION

/ EDGE OF DECK

1'-9 1/2" EDGE OF CHANNEL

1/ 2"

CAST STONE WALL CAP

DOWEL CONCRETE @ 2'-0" O.C., MIN. 2 PER EACH CAST STONE CAP

3/8" SOLID GROUT, SIM TO BES SYSTYEM

CONTINUOUS FLASHING DRIP WITH HEMMED DRIP EDGE

CAST IN PLACE CONCRETE, SEE

STRUCTURAL DRAWINGS FOR ADDITIONAL

INFORMATION

1'-0 1/2"

EQEQ

3" 1"

DOWEL CONCRETE @ ENDS BETWEEN CAPS., BOTH SIDES

BES-31

BES-01A

6" METAL RUNNER

CONTINUOUS THROUGH WALL

FLASHING TIED TO

COUNTERFLASHING ASSEMBLY AT

ROOF SLOPE

STEEL JOIST, SEE STRUCTURAL

DRAWINGS FOR ADDITIONAL

INFORMATION

STEEL BEAM, SEE STRUCTURAL

DRAWINGS FOR ADDITIONAL

INFORMATION

SLOPED METAL DECKING AT 2"/12"

6" CFMF AT 16" O.C. MAX

8"

ICE PROTECTION UNDERLAYMENT

TIE TO PLYWOOD AT SIDES

6" EOD

MECHANICAL PENTHOUSE

13' - 0"

5.1

STEEL JOIST, SEE STRUCTURAL DRAWINGS

FOR ADDITIONAL INFORMATION

STEEL BEAM, SEE STRUCTURAL DRAWINGS

FOR ADDITIONAL INFORMATION

6" METAL RUNNER

METAL FLASHING

WALL GIRT

ALUMINUM DOWNSPOUT, BY METAL ROOF

SYSTEM MANUF.

BACKER ROD AND SEALANT

FIBER CEMENT VENTED SOFFIT

SHIM AS REQ

FRT WOOD BLOCKING

FIBER CEMENT FASCIA

ALUMINUM K STYLE GUTTER

ALUMINUM GUTTER GUARD

STEEL ANGLE, SEE STRUCTURAL

DRAWINGS FOR ADDITIONAL INFORMATION

STEEL BEAM, SEE STRUCTURAL DRAWINGS

FOR ADDITIONAL INFORMATION

ICE PROTECTION UNDERLAYMENT

STEEL OUTRIGGER, SEE STRUCTURAL

DRAWINGS FOR ADDITIONAL INFORMATION

2 12" METAL STUD AT 16" O.C. MAX

STUD CLIP

1' -1

/8

1/

8"

1/2" MIN.

EXTEND COMPOSITE PLYWOOD TO

OVERHANG, 1/2" MIN. AND SUPPORT WITH

BLOCKING

1" CLEAR

1'-0"

1/ 2"

TAPE AIR BARRIER AROUND STEEL

OUTRIGGER

CONTINUOUS STEEL BENT PLATE, SEE

STRUCTURAL DRAWINGS FOR ADDITIONAL

INFORMATION

CONTINUOUS ICE PROTECTION

UNDERLAYMENT

FILL GAPS WITH INSULATION

ASPHALT SHINGLE ROOFING SYSTEM

AE340

F1 SIM.

ALUMINUM DOWNSPOUT, HORIZONTAL AND

ROOF SPLASH, BY METAL ROOF SYSTEM

MANUF.

EDGE OF CHANNEL

9 3/4"

9" E.O.D.

T.

O

.S . T

O T

.O .C

7"

MECHANICAL PENTHOUSE

13' - 0"

6.8 6.5

ALUMINUM K STYLE GUTTER

PERFORATED ALUMINUM GUTTER GUARD

FIBER CEMENT FASCIA

FRT WOOD BLOCKING

2 1/2" METAL STUD AT 16" O.C.

SHIM AS REQUIRED

VENTED FIBER CEMENT SOFFIT

ICE PROTECTION UNDERLAYMENT

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

FIBER CEMENT TRIM BOARD

FIBERGLASS COLUMN ENCLOSURE

HSS COLUMN, SEE

STRUCTURAL DRAWINGS FOR

ADDITIONAL INFORMATION

VAPOR RETARDANT BARRIER LAPPED

AT METAL STUD CLIPS

STEEL BEAM, SEE STRUCTURAL DRAWINGS

FOR ADDITIONAL INFORMATION

HSS COLUMN, SEE STRUCTURAL DRAWINGS

FOR ADDITIONAL INFORMATION

2 1/2" METAL STUD AT 16" O.C.

2 1/2" METAL RUNNER

SEALANT

VALLEY TRIM

VALLEY SUPPORT PLATE

LOW FLOATING CLIP

BEARING PLATE

CONTINUOUS OFFSET CLEAT

ASPHALT SHINGLE

HSS BEAM, SEE STRUCTURAL DRAWINGS

FOR ADDITIONAL INFORMATION

SNOWGUARD FASTENED TO METAL SEAM ROOF

BES-31

BES-30A

BES-01A

2'-0" EDGE OF DECK 1/2"

1' -3

/2

1/

2"

/4

6"

2'-5 1/2"

7 1/2"1'-9 5/8"

1/

4"

1'-0"

1" CLEAR

FACE OF HEAVY TIMBER/ EOD

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

7/

8" T

O P

O F

S

TE

E L

TO

B

O

TT

O M

O F

H E

A V

Y T

IM

B

E R

7 7/8"

BES-01A

BES-30B

WOOD TRIM

SURROUND

CONTRACTOR TO

COORDINATE CUT

BACK COMPOSITE

BES-03B SYSTEMS

WITH COLD FORMED

FRAMING AT EAVES

6" CFMF SPANNING

BETWEEN HEAVY

TIMBER, CLIPPED TO

TIMBER, OUTRIGGERS

AT ENDS TO SPAN OVER

TOP OF HEAVY TIMBER

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEEER

MR PROJECT NO:

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t

/2

:4

:5

P M

AE331

ARCHITECTURAL EXTERIOR SECTION

DETAILS

CONSTRUCT NEW COMMUNITY

LIVING CENTER (CLC)

LEBANON, PENNSYLVANIA

595-601

CLC-1

2023-02-09 JP MPY0499-0124

BID DOCUMENTS

1 1/2" = 1'-0" B2

TYPICAL STRUCTURAL BEAM EMBEDDED IN EXTERIOR WALL SECTION DETAIL

1 1/2" = 1'-0" F3

ROOF TO EXTERIOR COLUMN DETAIL

1 1/2" = 1'-0" D8

ROOF TO SIDING DETAIL

3" = 1'-0" F6

EXTERIOR PATIO HALF WALL CAP DETAIL

1 1/2" = 1'-0" F2

METAL SEAM ROOF DETAIL AT MULTIPURPOSE ROOM

1 1/2" = 1'-0" D6

TYPICAL EMBEDDED STRUCTURE DETAIL AT EXTERIOR WALL

Revisions: Date:

1 1/2" = 1'-0" F5

SECTION DETAIL AT GARAGE & BACK OF HOUSE PORCH

1 1/2" = 1'-0" D1

TYPICAL EAVE DETAIL AT TONGUE & GROOVE DECK SYSTEM

C.2 C.1

1'-5 7/8"

SEALANT AND BACKER ROD

CONCRETE FOOTING,

SEE STRUCTURAL DWGS

COMPACTED EARTH

C O

O R

D

IN

A

TE

IN

F

IE

LD

W

IT

H V

.A . F

IN

IS

H P

A V

E R

P A

TI

O

E Q

U

IP

M E

N T

- 3

/4

SLAB ON GRADE AT PORCH, DEPRESSED

CURTAINWALL SILL

SCHEDULED GLASS

COMPRESSIBLE FILLER

4"X2" CONTINUOUS L-SHAPED FLASHING

ASSEMBLY IN BED OF SEALANT

C.2

C.1 10 5/8" 1'-6"

CURTAINWALL LATERAL BRACING

CURTAINWALL EXPANSION JOINT

CURTAINWALL SYSTEM

MOTORIZED SHADE SYSTEM

MOTORIZED SHADE SYSTEM

JUNCTION BOX FOR SHADE SYSTEM

MDF SURROUND

3/

8"

1' -1

/2

1'-2 3/4"

VERIFY WITH SHADE MANUF.

4 3/8"

6 1/8"

SLEEPER

RADIANT PANEL SEE MEP DWGS

SHADE BLOCKING AND MDF SURROUND

C.2 C.1

1'-5 3/4" 3'-2 3/4"

CURTAIN WALL WIND LOAD ANCHOR

BACKER ROD AND SEALANT, CONTRACTOR CONFIRM

DEPTH WITH WINDOW MANUFACTURER, SEALANT TO

MATCH WINDOW FINISH, TYP.

PTD. HEAVY TIMBER FRAMING, SEE STRUCTURAL

DRAWINGS FOR ADDITIONAL INFORMATION

STRUCTURAL LOKDECK SYSTEM, SEE STRUCTURAL

DRAWINGS FOR ADDITIONAL INFORMATION, CANTELIER

SYSTEM OVER TRUSS

SEAL TIMBER FRAMING AND TRUSS JOISTS WITH UV

PROTECTANT CLEAR COAT, OUTDOORS

FILL GAP WITH INSULATION

1/ 2"

FIBER CEMENT

FASCIA BOARD

1'-2 1/4" 1'-11 1/2"

1/2"

A.1

BES-31

SLOPED METAL SEAM ROOF AT 4"/12"

ALUMINUM GUTTER GUARD

ALUMINUM K STYLE GUTTER

FIBER CEMENT FASCIA

FIBER CEMENT VENTED SOFFIT

SEALANT

STEEL BEAM EMBEDDED IN STUD

CAVITY, SEE STRUCTURAL

DRAWINGS FOR ADDITIONAL

INFORMATION

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

FRT WOOD BLOCKING

6 3/4" 1'-0"

MECHANICAL PENTHOUSE

13' - 0"

A

METAL FLASHING

WALL GIRT

6" METAL RUNNER

BACKER ROD AND SEALANT

FIBER CEMENT TRIM

SEALANT

SEALANT

6" METAL STUD AT 16" O.C. MAX

STEEL BEAM, SEE STRUCTURAL DRAWINGS

FOR ADDITIONAL INFORMATION

/8

B B.2

FIBER CEMENT TRIM BOARD

SEALANT

BACKER ROD AND SEALANT

METAL FLASHING

SNOWGUARD

ALUMINUM K STYLE GUTTER

ALUMINUM GUTTER GUARD

FIBER CEMENT FASCIA

FIBER CEMENT VENTED SOFFIT

SHIM AS REQ

2 1/2" METAL STUD AT 16" O.C. MAX

FRT WOOD BLOCKING

STEEL HANGER, SEE STRUCTURAL

DRAWINGS FOR ADDITIONAL INFORMATION

FIBER CEMENT BOARD CEILING

SHIM AS REQ

3/ 8"

STEEL BEAM, SEE STRUCTURAL DRAWINGS

FOR ADDITIONAL INFORMATION

MODIFY NOSE OF COMPOSITE PANEL AS

REQUIRED TO INSTALL END PLYWOOD. SUPPORT

PLYWOOD AS REQUIRED BY MANUFACTURER

WITH BLOCKING AND OPEN AIR AT 2 1/2" COLD

FORMED FRAMING

1/2" PLYWOOD

2 1/2" METAL STUD

STUD CLIP

SLOPED CONTINOUS

METAL FLASHING CAP,

COUNTERFLASHED AT

BUILDING WALL

FIBER CEMENT ENCLOSURE

3/

4"

3/ 8" 3/

8" 1/

2"

5/ 8"

1/ 2"

7/

8"

1/ 8"

3/ 8"

3/ 8"

1/

2" 3/

8" 1/

4"

ATTACH FASTENER TO SHIMS AND 4"

CFMF PER MANUFACTURER'S

RECOMMENDATIONS

1' 8 1/4" WIDE

1' 2" WIDE

FRP COLUMN

FRP BASE

COUNTERSINK SCREWS AND

FILL TO MATCH SURFACE

ATTACH COLUMN AND BASE

USING 2X2 L-CLIPS AND S.S.

SCREWS BY CONTRACTOR

FRP COLUMN

FRP CAPITAL

COUNTERSINK SCREWS AND

FILL TO MATCH SRUFACE

ATTACH COLUMN AND BASE

USING 2X2 L-CLIPS AND S.S.

SCREWS BY OTHERS

ATTACH COLUMN HALVES USING

CONSTRUCTION ADHESIVE

5.1

BES-01A

BES-01A

METAL FLASHING

BLIND FASTENERS

FRT BLOCKING

PROVIDE DRIP EDGE

DECORATIVE MOULDING

FIBERGLASS COLUMN ENCLOSURE

FIBER CEMENT TRIM FIELD CUT TO ALIGN

WITH FIBERGLASS COLUMN ENCLOSURE

FIBER CEMENT TRIM BOARD

FIBER CEMENT FASCIA

ALUMINUM K STLE GUTTER

METAL SEAM ROOFING

4"

R 0' - 4 3/4"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE

WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE

PROFESSIONAL ENGINEEER

MR PROJECT NO:

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e r in c h o n e fo o t n e in c h o n e fo o t n e a n d o n e h a lf in c h o n e fo o t re e in c h o n e fo o t

/2

:4

:0

P M

AE332

ARCHITECTURAL EXTERIOR SECTION

DETAILS

CONSTRUCT NEW COMMUNITY

LIVING CENTER (CLC)

LEBANON, PENNSYLVANIA

595-601

CLC-1

2023-02-09 JP MPY0499-0124

BID DOCUMENTS

1 1/2" = 1'-0" F6

CURTAIN WALL FOUNDATION DETAIL

Revisions: Date:

1 1/2" = 1'-0" D6

CURTAIN WALL TUBE DETAIL

1 1/2" = 1'-0" A6

CURTAIN WALL INTO ROOF DETAIL

1 1/2" = 1'-0" D3

METAL SEAM ROOF EAVE DETAIL AT BARIATIC ROOM

1 1/2" = 1'-0" A3

EMBEDDED STRUCTURE AT BARIATRIC ROOM SHED ROOF

1 1/2" = 1'-0" F1

WEST RESIDENT WING EXIT CANOPY SECTION DETAIL

1 1/2" = 1'-0" A4

BEAM ENCLOSURE @ EXTERIOR TRIMS

3" = 1'-0" F4

TYPICAL FRP COLUMN ENCLOSURE DETAILS

3" = 1'-0" D4

TYPICAL THROUGH WALL PENETRATION AT BATTEN SIDING

1 1/2" = 1'-0" F5

ENLARGED BEAM AND BRACKET ELEVATION DETAIL

MECHANICAL PENTHOUSE

13' - 0"

FRT WOOD BLOCKING

5/8" TYPE X GWB

FINISHED CEILING AS SCHEDULED

STEEL BEAM, SEE STRUCTURAL DRAWINGS

FOR ADDITIONAL INFORMATION

STEEL BEAM, SEE STRUCTURAL DRAWINGS

FOR ADDITIONAL INFORMATION

LINEAR DIFFUSER REGISTER, SEE MECHANICAL

DRAWINGS FOR ADDITIONAL INFORMATION

3 5/8" METAL RUNNER

PERFORATED ACOUSTICAL PANEL

2 1/2" METAL STUD AT 16" O.C. MAX

BES-30B

BES-31

8 3/8"

1/

8"

1'-5" E.O.D.

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

HEAVY TIMBER TRUSS

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

4" CFMF AT 16" O.C. MAX

FIBER CEMENT TRIM BOARD

1/

4"

METAL FLASHING

VENTED FIBER CEMENT SOFFIT

SHIM AS REQ

1/ 2"

FRT WOOD BLOCKING

2 1/2" METAL STUD AT 16" O.C. MAX

ALUMINUM K STYLE GUTTER

CONTINUOUS BENT PLATE, SEE STRUCTURAL

DRAWINGS FOR ADDITIONAL INFORMATION

STEEL BEAM, SEE STRUCTURAL DRAWINGS

FOR…