Att 9 - S02_Drawings_3.pdf

DN

A

B

C

K

L

M

D

E

F

G

H

I

J

12A.1 1.1

4.8

5.1

P

Q

9.1

O

6.8

N

C.1

11.5

C.2

E.1

C.5

C.9

K.5

L.3

12.2

8.2

6.5 7.4 7.9

A.8

B.2

SOG 1

-0' - 6"

-0' - 2"

-0' - 2"

-0' - 2"

-0' - 2" -0' - 2"

-0' - 2"

-0' - 2"

R A M P

D N

SOG 1

SOG

SOG 1

SLOPE 1/4"

PER FOOT

S-501

SOG 1

S-501

-0' - 2"

SOG2

SOG 1

ISOLATION JOINT

(TYP) SEE S-701

' - 4

/4

' - 3

/8

0' - 7" EOS

WALL OPNG

5' - 0"

R A

R A

R A

SOG 1

SOG 1

SLOPE 1/4"

PER FOOT

S

LO

P E

P E R

FO

O T

SOG

SLOPE 1/4"

PER FOOT

11' - 1" *

3' - 0" *

6' - 11 1/2" *

CONTROL JOINT

(TYP) SEE S-701

9' - 8" *

5' - 1" *

* 2' - 9" *

3' - 8" *

7' -

2' - 11" *

9' -

3' - 10" *

CONCRETE EQUIPMENT PAD;

REFER TO MEP DWGS FOR SIZE

& LOCATION (TYP); COORD SIZE

WITH FINAL EQUIP SELECTION;

SEE DETAIL 9,15/S-701

CONCRETE EQUIPMENT PAD,

REFER TO MEP DWGS FOR

SIZE & LOCATION (TYP);

NOTE 9

EXTERIOR CONCRETE PAD (TYP),

SEE DETAIL 2,3/S-501

TYP @

D

OOR

TYP

S-701

TYP

S-701

T Y P

S-501

S-501

S-501

TYP

R A M

P S

R

O

LL-U

O O

R

S-501

S-501

TYP

S-501

S-602

TYP

4' - 0"

7' - 8"

6' - 0"

6' - 0 1/4"

8' - 8"

5' -

' - 8

5' - 0"

5' -

0" *

2' -

0" *

3' -

4' - 0"

12" THICK CONCRETE

SOG; 6" ABOVE GRADE;

#4 @12 EW, TOP

SEE ADD ALTERNATE

NOTE 1

SEE ADD ALTERNATE

NOTE 1

ISOLATION JOINT AROUND

MULTI PURPOSE ROOM

(4 PLACES)

5' - 3 1/4" *

4' - 5" *

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

Phase

ENGINEER 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

:1

:4

A M

SF110

STRUCTURAL

OVERALL - SLAB ON GRADE PLAN -

1ST FLOOR

CONSTRUCT NEW COMMUNITY

LIVING CENTER (CLC)

LEBANON, PENNSYLVANIA

595-601

CLC-1

2023-02-09 NA DS0499-0124

BID DOCUMENTS

FULLY SPRINKLERED

Revisions: Date:

SCALE: 3/32" = 1'-0"1 OVERALL - SLAB ON GRADE PLAN

GENERAL SHEET NOTES:

1. FOR GENERAL NOTES SEE DRAWING S-001.

2. TOP OF SLAB ELEVATION = 0'-0" (FINISH FLOOR ELEVATION +534.50'), UNLESS

NOTED OTHERWISE AS [+/- X'-X"] FROM 0'-0".

3. "SOG 1" DENOTES 5" CONCRETE SLAB-ON-GRADE REINFORCED WITH 6x6-

W2.9xW2.9 WWR ON VAPOR RETARDER AND 6" POROUS FILL.

4. "SOG 2" DENOTES 6" CONCRETE SLAB-ON-GRADE REINFORCED WITH #4 @12" EACH

WAY AT TOP. USE 6" THICK LAYER 3/4" CRUSHED STONE, VAPOR BARRIER PLACED

ON TOP OF STONE LAYER. PROVIDE STEEL TROWEL FINISH: NO AIR ENTRAINMENT; ACI

CATEGORY AND CLASS F0.

5. COORDINATE ALL SLEEVES, PENETRATIONS, AND DEPRESSIONS WITH ARCHITECTURAL,

MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS.

6. COORDINATE SIZE AND LOCATION OF EQUIPMENT AND SLAB OPENINGS WITH

ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS.

7. REFER TO S-601 FOR COLUMN SCHEDULE.

8. REFER TO S-70O SERIES DRAWINGS FOR TYPICAL DETAILS.

9. * CONCRETE EQUIPMENT PAD DIMENSIONS SHOWN FOR ESTIMATE PURPOSE ONLY AND

SHOULD BE COORDINATED WITH FINAL MEP EQUIPMENT SELECTION. REFER TO MEP

DRAWINGS. SEE DETAIL 9,15/S-701.

1. ADD ALTERNATE NO 5: ADD DINING ROOM AND MULTIPURPOSE ROOM

PATIOS/WALLS. SCOPE INDICATED REPRESENTS ADD ALTERNATE No 5.

BASE BID SCOPE SHALL ELIMINATE DINING ROOM PATIO SLAB ON GRADE,

DINING ROOM PATIO HALF-HEIGHT WALL, MULTIPURPOSE ROOM PATIO SLAB

ON GRADE, MULTIPURPOSE ROOM HALF-HEIGHT WALL. EXTERIOR WALK-OFF

TURNED DOWN SLABS ON GRADE (SIM TO 2/S-501) SHALL BE INCLUDED

IN BASE BID AT DINING ROOM DOOR 124 AND AT MULTIPURPOSE ROOM

EXTERIOR BI-FOLD DOOR.

ADD ALTERNATE NOTES:

SF121

SF123

SF122

1 SF124

A

B

C

K

L

M

D

E

F

G

H

I

J

6 7

12A.1 1.1

4.8

5.1

P

Q

9.1

O

6.8

N

C.1

11.5

C.2

E.1

C.5

C.9

K.5

L.3

12.2

8.2

6.5 7.4 7.9

A.8

B.2

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

Phase

ENGINEER 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

:1

:5

A M

SF120

STRUCTURAL

OVERALL - FRAMING PLAN - 2ND FLOOR

CONSTRUCT NEW COMMUNITY

LIVING CENTER (CLC)

LEBANON, PENNSYLVANIA

595-601

CLC-1

2023-02-09 SF DS0499-0124

BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 3/32" = 1'-0"1

OVERALL - 2ND FLOOR FRAMING PLAN

GENERAL SHEET NOTES:

1. FOR GENERAL NOTES SEE DRAWING S-001.

2. TOP OF SLAB ELEVATION = 13'-0", UNLESS NOTED OTHERWISE.

3. TOP OF STEEL ELEVATION = 12'-6 1/2" UNLESS NOTED OTHERWISE.

4. "S1" - DENOTES 3 1/2" NORMAL WEIGHT CONCRETE ON 2"- 20 GAGE COMPOSITE

METAL DECK REINFORCED WITH 6X6-W2.9XW2.9 WWR.

5. "D1" - DENOTES 1 1/2"- 20 GAGE METAL ROOF DECK.

6. DENOTES MOMENT CONNECTION.

7. WHERE SPACING BETWEEN BEAMS IS NOT INDICATED, BEAMS ARE INTENDED TO BE

EQUALLY SPACED BETWEEN SUPPORTS, UNLESS NOTED OTHERWISE.

8. COORDINATE ALL SLEEVES AND PENETRATIONS WITH ARCHITECTURAL, MECHANICAL,

ELECTRICAL, AND PLUMBING DRAWINGS.

9. COORDINATE SIZE AND LOCATION OF EQUIPMENT AND OPENINGS WITH ARCHITECTURAL,

MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS.

10. REFER TO S-601 FOR COLUMN SCHEDULE.

11. REFER TO S-700 SERIES DRAWINGS FOR TYPICAL DETAILS.

12. (S) - DENOTES SLOPED BEAM (JOIST).

13. "TCX" - DENOTES TOP CHORD EXTENSION.

14. "JX" - DENOTES JOIST LOADING DIAGRAM. SEE S-700 SERIES DRAWINGS FOR

DETAILS. BRIDGING REQUIRED PER MANUFACTURERS RECOMMENDATION.

15. "TX" - DENOTES TRUSS TYPE. SEE 700 SERIES DRAWINGS FOR DETAILS.

Revisions: Date:

S1

D

D1

D1

D

[12' - 6 1/2"]

W14X30

[12' - 6 1/2"]

W18X40

[12' - 6 1/2"]

W14X43

[16' - 0"]

W14X43

[12' - 6 1/2"]

W21X48

[1

W X

[1

/2

W X

[1

W X

[1

W X

[12' - 6 1/2"]

W14X43

[11' - 6"]

W14X30

W14X43 +HSS4X4X1/4

[12' - 8"]

W10X33

[1

W X

[1

W X

[1

W X

[1

W X

W 16X31

+H S S 4X4X1/4 (S

[1

W X

[12' - 6 1/2"]

W21X48

[1

W X

[1

W X

[1

/2

W X

[1

/2

W X

W12X19 (S)

10K1 (S)

W X

(S

HSS4X4X3/8 (S)

W X

(S

K

(S

K

(S

[1

/2

W X

[1

/2

H S

S X

X

/8

10K1 (S) (J2)

10K1 (S) (J2)

W14X30 (S)

W14X30 (S)

10K1 (S) (J2) 10K1 (S)

10K1 (S)

10K1 (S) (J2) 10K1 (S)

10K1 (S) (J2) 10K1 (S)

10K1 (S) (J2) 10K1 (S)

10K1 (S) (J2) 10K1 (S)

10K1 (S) (J2) 10K1 (S)

10K1 (S) (J2) 10K1 (S)

W14X22 (S) 10K1 (S)

10K1 (S) (J2) 10K1 (S)

[11' - 6"]

W14X30

MATCHLINE

FOR CONTINUATION

SEE DWG. SF122

[12' - 6 1/2"]

W12X19

[12' - 6 1/2"]

W12X19

[12' - 6 1/2"]

W12X19

[12' - 6 1/2"]

W12X19

[12' - 6 1/2"]

W12X19

[12' - 6 1/2"]

W12X19

[12' - 6 1/2"]

W12X19

[12' - 6 1/2"]

W12X19

[1

/2

W X

[1

/2

W X

[1

/2

W X

[1

/2

W X

10K1 (S) (J2)

[12' - 6 1/2"]

W10X33

10K1 (S) (J2)

10K1 (S) (J2)

10K1 (S) (J2)

W12X19 (S)

10K1 (S) (J2)

10K1 (S) (J2)

10K1 (S) (J2)

10K1 (S) (J2)

W

X30 +H

SS

4X

4X 1/

(S

[11' - 6"]

W12X19

W

X19 +H

S S4X

4X 1/

(S

[11' - 6"]

W14X43

K

(S

(J

K

(S

(J

[11' - 6"]

W14X30

C A

N T

HSS4X4X3/8 (S)

HSS4X4X3/8 (S)

[1

/2

W X

[12' - 6 1/2"]

W14X26

[12' - 6 1/2"]

W14X26

[12' - 6 1/2"]

W14X26

[12' - 6 1/2"]

W14X26

[12' - 6 1/2"]

W14X26

[12' - 6 1/2"]

W14X26

[1

/2

W X

[12' - 6 1/2"]

W14X26

[12' - 6 1/2"]

W14X26

[12' - 6 1/2"]

W14X26

C A

N

TC

A N T

W12X19 (S)

W12X19 (S)

W12X19 (S)

W12X19 (S)

W12X19 (S)

W14X30 (S)

E O

S

HSS6X4X3/8 (S) HSS6X4X3/8 (S)

[1

/2

H S

S X

X

/8

[1

/2

H S

S X

X

/8

E O

S

[12' - 6 1/2"]

W14X26

/2

TCX (TYP)

1' - 3 3/4"

HSS6X6X5/16

POST

HSS6X6X5/16

POST

HSS6X6X5/16

POST

HSS6X6X3/8

POST

W X

(S

.5

K

(S

.5

K

(S

.5

K

(S

2.5K3 (S)

2.5K3 (S)

2.5K3 (S)

2.5K3 (S)

2.5K3 (S)

.5

K

(S

K

(S

.5

K

(S

.5

K

(S

2.5K3 (S)

2.5K3 (S)

.5

K

(S

.5

K

(S

.5

K

(S

F

G

H

I

J

4.8

5.1 9.16.8

E.1

6.5 7.4 7.9

W14X30 (S)

W X

(1

/2

C A

N T

S-510

S-510

SIM

S-510

S-510

C

AN

T

H S

S X

X

/8

(S

.5

K

(S

[1

/2

W X

0' - 2" EOS

(12'-6 1/2")

W X

(1

/2

(1

/2

W X

6' - 4 1/4"

/4

EOD (TYP)

2' - 3 3/4"

E O

D

T Y

P

/4

S-301

S-301

S-301

[12' - 6 1/2"]

W12X19

[12' - 6 1/2"]

W12X19

[12' - 6 1/2"]

W12X19

[12' - 6 1/2"]

W12X19

E O

D

0" EOD

D1

0" EOD

0"

0" EOS

H S S4X4X3/8

(S )H

S S 4X

4X 3/

(S

S-510

SIM

S-510

S-510

H S S 4X

4X 3/

(S

HSS6X6X5/16 HSS6X6X5/16 HSS6X6X5/16

POST POST POST

TYP

E O

D

/2

S-510

SIM

/8

D

D1

[1

W X

S-510

S-510

S-510

S-510

W12X19 (S)

[11' - 8"]

HSS4X4X3/8

[11' - 8"]

HSS4X4X3/8

[11' - 8"]

HSS4X4X3/8

T C

X

E O

D

TCX (TYP)

0' - 7"

EOD (TYP)

1' - 3 1/4"

[1

W X

TCX (TYP)

0' - 7"

T C

X

T Y

P

/4

EOD

E O

D

EOD

0' - 8 3/8"

D1

EOS

0' - 2"

E O

S

CONC EQUIP PAD, REFER

TO MEP DWGS FOR SIZE

& LOCATION (TYP),

NOTE 16

7' - 9" *

/4

2' - 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

Phase

ENGINEER 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

:2

:2

A M

SF121

STRUCTURAL

FRAMING PLAN - 2ND FLOOR, AREA A

CONSTRUCT NEW COMMUNITY

LIVING CENTER (CLC)

LEBANON, PENNSYLVANIA

595-601

CLC-1

2023-02-09 SF DS0499-0124

BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 1/4" = 1'-0"1 FRAMING PLAN - 2ND FLOOR

GENERAL SHEET NOTES:

1. FOR GENERAL NOTES SEE DRAWING S-001.

2. TOP OF SLAB ELEVATION = 13'-0", UNLESS NOTED OTHERWISE.

3. TOP OF STEEL ELEVATION = 12'-6 1/2" UNLESS NOTED OTHERWISE.

4. "S1" - DENOTES 3 1/2" NORMAL WEIGHT CONCRETE ON 2"- 20 GAGE COMPOSITE

METAL DECK REINFORCED WITH 6X6-W2.9XW2.9 WWR.

5. "D1" - DENOTES 1 1/2"- 20 GAGE METAL ROOF DECK.

6. DENOTES MOMENT CONNECTION.

7. WHERE SPACING BETWEEN BEAMS IS NOT INDICATED, BEAMS ARE INTENDED TO BE

EQUALLY SPACED BETWEEN SUPPORTS, UNLESS NOTED OTHERWISE.

8. COORDINATE ALL SLEEVES AND PENETRATIONS WITH ARCHITECTURAL, MECHANICAL,

ELECTRICAL, AND PLUMBING DRAWINGS.

9. COORDINATE SIZE AND LOCATION OF EQUIPMENT AND OPENINGS WITH ARCHITECTURAL,

MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS.

10. REFER TO S-601 FOR COLUMN SCHEDULE.

11. REFER TO S-700 SERIES DRAWINGS FOR TYPICAL DETAILS.

12. (S) - DENOTES SLOPED BEAM (JOIST).

13. "TCX" - DENOTES TOP CHORD EXTENSION.

14. "JX" - DENOTES JOIST LOADING DIAGRAM. SEE S-700 SERIES DRAWINGS FOR

DETAILS. BRIDGING REQUIRED PER MANUFACTURERS RECOMMENDATION.

15. "TX" - DENOTES TRUSS TYPE. SEE 700 SERIES DRAWINGS FOR DETAILS.

Revisions: Date:

16. * CONCRETE EQUIPMENT PAD DIMENSIONS SHOWN FOR ESTIMATE PURPOSE

ONLY AND SHOULD BE COORDINATED WITH FINAL MEP EQUIPMENT SELECTION.

REFER TO MEP DRAWINGS. SEE DETAIL 9,15/S-701.

T ectonic Cop yright 2007

D1D1

D

D

[1

/2

W X

W X

(S

[12' - 6 1/2"]

W14X43

[16' - 0"]

W14X43

[11' - 8"]

W14X30

[11' - 7 1/2"]

W14X30

[12' - 6 1/2"]

W21X48

[12' - 6 1/2"]

W14X43

[1

W X

[1

/2

W X

[1

W X

[1

W X

W 16X26

+HSS3X3X3/8 (S)

[14' - 10 1/2"]

W14X43

[1

W X

[1

W X

[1

W X

W14X22 (S) 10K1 (S)

W14X30 (S)

W X

W X

K

(S

) (J

K

(S

) (J

K

(S

(J

K

(S

) (J

[1

/4

W X

K

(S

(J

K

(S

(J

W X

(S

K

(S

(J

K

(S

(J

12K3 (S) (J2)

W14X30 (S)

10K1 (S) (J2)

12K3 (S) (J2)

10K1 (S)

10K1 (S) 10K1 (S)

10K1 (S)

10K1 (S) W14X30 (S)

10K1 (S)

D1

W14X22 (12'-16 1/2")

K

(S

(J

) 1

K

(S

) (J

[1

/2

W X

[1

W X

[1

W X

[1

W X

5 [1

W X

S-302

K

(S

) (J

MATCHLINE

FOR CONTINUATION

SEE DWG. SF121

M A

TC

H

LI

N E

FO

R

C O N

TI

N U A

TI

O N

S E E

D W G S F1

M A

TC

H

LIN

E

FO

R

C O N

TIN

U A

TIO

N

S E E

D W G S F1

[15' - 0 1/2"]

W14X43

[15' - 10"]

W16X26

K

(S

) (J

[1

/4

W X

K

(S

(J

K

(S

) (J

K

(S

) (J

K

(S

(J

10K1 (S) (J2)

10K1 (S) (J2)

W14X30 (S) * LO

10K1 (S) (J2)

10K1 (S) (J2)

[11' - 8 1/2"]

HSS8X8X5/16

K

(S

(J

K

(S

(J

12K3 2 (S) (J2)

12K3 (S) (J2)

12K3 (S) (J2)

12K3 (S) (J2)

[11' - 6"]

W14X43

W

X22 +H

SS

4X

4X 3/

(S

K

(S

(J

K

(S

(J

[1

W X

K

(S

(J

W 14X22

+HSS3X3X3/8

(S

HSS4X4X3/8 (S)

K

(S

) (J

W14X22 (S)

HSS4X4X3/8 (S)

10K1 (S)10K1 (S) (J2)

10K1 (S) (J2) 10K1 (S) 10K1 (S)

10K1 (S)10K1 (S)10K1 (S) (J2)

10K1 (S) (J2)

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

A

B

C

K

L

M

D

E

6 7

4.8 5.1 9.1

O

6.8

C.1

C.2

E.1

C.5

C.9

K.5

L.3

8.2

6.5 7.4 7.9

A.8

2.5K3 (S) (J2)

2.5K3 (S) (J2)

2.5K3 (S)

2.5K3 (S)

2.5K3 (S) (J2)

[14' - 8 3/4"]W16X26

2.5K3 (S)

.5

K

(S

2.5K3 (S) (J2)

[1

/2

W X

[11' - 8 1/2"]

HSS8X8X5/16

[1

W X

S-510

SIM

EOD (TYP)

1' - 3 3/4"

TCX (TYP)

0' - 3 3/4"

[1

W X

0"

HSS4X4X3/8 (S)

E O

D

T Y

P

/4

E O

D

T C

X

/8 " E

O D

T

C X

' - 7

/4

15' - 1 1/2"

S-301

E O

D

H S S 4X

4X 3/

(S

HSS4X4X3/8

(S

HSS6X6X3/8

POST

HSS6X6X5/16

POST

HSS6X6X5/16 HSS6X6X5/16 HSS6X6X5/16

POST POST POST

HSS6X6X5/16

HSS6X6X5/16

POST

POST

S

LO

E

S

LO

E

[1

W X

HSS6X6X3/8

HSS6X6X3/8

POST

POST

0"

HSS6X6X5/16

HSS6X6X5/16

POST

POST

K

(S

) (J

S-302

S-302

T1

T1

T1

T2

T2

T2

T3

T3

T3

S-510

S-510

S-510

S-510

S-510

S-510

S-510

S-510

S-510

S-510

S-510

S-510

S-510

[1

/2

W X

TCX (TYP)

0' - 7"

T C

X

T Y

P

/4

HSS6X6X5/16

S-510

[1

/2

W X

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

Phase

ENGINEER 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

:2

:3

A M

SF122

STRUCTURAL

FRAMING PLAN - 2ND FLOOR, AREA B

CONSTRUCT NEW COMMUNITY

LIVING CENTER (CLC)

LEBANON, PENNSYLVANIA

595-601

CLC-1

2023-02-09 SF DS0499-0124

BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 1/4" = 1'-0"1 FRAMING PLAN - 2ND FLOOR

GENERAL SHEET NOTES:

1. FOR GENERAL NOTES SEE DRAWING S-001.

2. TOP OF SLAB ELEVATION = 13'-0", UNLESS NOTED OTHERWISE.

3. TOP OF STEEL ELEVATION = 12'-6 1/2" UNLESS NOTED OTHERWISE.

4. "S1" - DENOTES 3 1/2" NORMAL WEIGHT CONCRETE ON 2"- 20 GAGE COMPOSITE

METAL DECK REINFORCED WITH 6X6-W2.9XW2.9 WWR.

5. "D1" - DENOTES 1 1/2"- 20 GAGE METAL ROOF DECK.

6. DENOTES MOMENT CONNECTION.

7. WHERE SPACING BETWEEN BEAMS IS NOT INDICATED, BEAMS ARE INTENDED TO BE

EQUALLY SPACED BETWEEN SUPPORTS, UNLESS NOTED OTHERWISE.

8. COORDINATE ALL SLEEVES AND PENETRATIONS WITH ARCHITECTURAL, MECHANICAL,

ELECTRICAL, AND PLUMBING DRAWINGS.

9. COORDINATE SIZE AND LOCATION OF EQUIPMENT AND OPENINGS WITH ARCHITECTURAL,

MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS.

10. REFER TO S-601 FOR COLUMN SCHEDULE.

11. REFER TO S-700 SERIES DRAWINGS FOR TYPICAL DETAILS.

12. (S) - DENOTES SLOPED BEAM (JOIST).

13. "TCX" - DENOTES TOP CHORD EXTENSION.

14. "JX" - DENOTES JOIST LOADING DIAGRAM. SEE S-700 SERIES DRAWINGS FOR

DETAILS. BRIDGING REQUIRED PER MANUFACTURERS RECOMMENDATION.

15. "TX" - DENOTES TRUSS TYPE. SEE 700 SERIES DRAWINGS FOR DETAILS.

/2

W X

[11' - 6"]

W14X30

[11' - 6"]

W14X22

[11' - 6"]

W14X30

[11' - 6"]

W14X30

W X

(S

[9' - 3"]

W10X30

W X

(S

W X

(S

[12' - 6 1/2"]

W14X22

[12' - 6 1/2"]

W24X62

[12' - 6 1/2"]

W14X22

[14' - 7 1/2"]

W16X26

[14' - 7 1/2"]

W16X26

[1

/2

W X

[1

/2

W X

[1

/2

W X

[1

/2

W X

[12' - 6 1/2"]

W24X62

W X

(S

W X

(S

W X

(S

W X

(S

K

(S

(J

K

(S

(J

K

(S

(J

K

(S

(J

K

(S

(J

K

(S

(J

K

(S

(J

K

(S

(J

K

(S

(J

K

(S

(J

K

(S

(J

K

(S

(J

[14' - 7 1/2"]

W16X26

[14' - 7 1/2"]

W16X26

[11' - 7 1/2"]

W14X30

W X

(S

D1

S1

D1

S-302

M A

TC

H

LI

N E

FO

R

C O N

TI

N U A

TI

O N

S E E

D W G S F1

[1

/2

W X

[1

/2

W X

[1

/2

W X

[1

/2

W X

[1

/2

W X

[1

/2

W X

[12' - 6 1/2"]

W14X30

[12' - 6 1/2"]

W14X30

[12' - 6 1/2"]

W14X30

[12' - 6 1/2"]

W14X30

[12' - 6 1/2"]

W14X30

[12' - 6 1/2"]

W14X30

[12' - 6 1/2"]

W12X19

D1

S-510

S-510

[15' - 10"]

W16X26

[12' - 6 1/2"]

W12X19

[12' - 6 1/2"]

W12X19 W

X

(S

W X

(S

W X

(S

S-510

WT6X13

HANGER

WT6X13

HANGER

WT6X13

HANGER

WT6X13

HANGER

[9' - 1 1/2"]

W8X15

K

(S

(J

H S

S X

X

/8

(S

H S

S X

X

/8

(S

H S

S X

X

/8

(S

[1

/2

W X

[1

/2

W X

[1

/2

W X

[1

/2

W X

[1

/2

W X

[1

/2

W X

[1

/2

W X

A

B

C

D

A.1

1.1

4.8 5.1

C.1

C.2

C.5

C.9

A.8

B.2

.5

K

(S

.5

K

(S

.5

K

(S

.5

K

(S

3' - 6"

[1

/2

W X

E O

D

T Y

P

/4

S-511

S-511

HSS4X4X3/8

(S

HSS6X6X5/16

HANGER

HSS6X6X5/16

POST

HSS6X6X5/16

HSS6X6X5/16

HSS6X6X5/16

POST

POST

POST

POST

HSS6X6X5/16

[12' - 6 1/2"]

W14X22

W X

[1

/2

W X

[12' - 6 1/2"]

W16X26

[10' - 8 1/4"]

W8X15

[1

/2

W X

[1

/2

W X

[1

/2

W X

[1

/2

W X

T C

X

T Y

P

/4

HSS6X6X5/16

S-510

[1

/2

W X

CONC EQUIP PAD, REFER

TO MEP DWGS FOR SIZE &

LOCATION (TYP),

NOTE 16

21' - 10" *

2' - 7" *

3' - 0" *

6' - 3" *

EOS

0' - 7"

E O

S

/2

EOS

0' - 2 1/2"

E O

S

/8

S-510

KICKER

L3X3X3/8

H S

S X

X

/8

(S

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

Phase

ENGINEER 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

:2

:5

A M

SF123

STRUCTURAL

FRAMING PLAN - 2ND FLOOR, AREA C

CONSTRUCT NEW COMMUNITY

LIVING CENTER (CLC)

LEBANON, PENNSYLVANIA

595-601

CLC-1

2023-02-09 SF DS0499-0124

BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 1/4" = 1'-0"1 FRAMING PLAN - 2ND FLOOR

GENERAL SHEET NOTES:

1. FOR GENERAL NOTES SEE DRAWING S-001.

2. TOP OF SLAB ELEVATION = 13'-0", UNLESS NOTED OTHERWISE.

3. TOP OF STEEL ELEVATION = 12'-6 1/2" UNLESS NOTED OTHERWISE.

4. "S1" - DENOTES 3 1/2" NORMAL WEIGHT CONCRETE ON 2"- 20 GAGE COMPOSITE

METAL DECK REINFORCED WITH 6X6-W2.9XW2.9 WWR.

5. "D1" - DENOTES 1 1/2"- 20 GAGE METAL ROOF DECK.

6. DENOTES MOMENT CONNECTION.

7. WHERE SPACING BETWEEN BEAMS IS NOT INDICATED, BEAMS ARE INTENDED TO BE

EQUALLY SPACED BETWEEN SUPPORTS, UNLESS NOTED OTHERWISE.

8. COORDINATE ALL SLEEVES AND PENETRATIONS WITH ARCHITECTURAL, MECHANICAL,

ELECTRICAL, AND PLUMBING DRAWINGS.

9. COORDINATE SIZE AND LOCATION OF EQUIPMENT AND OPENINGS WITH ARCHITECTURAL,

MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS.

10. REFER TO S-601 FOR COLUMN SCHEDULE.

11. REFER TO S-700 SERIES DRAWINGS FOR TYPICAL DETAILS.

12. (S) - DENOTES SLOPED BEAM (JOIST).

13. "TCX" - DENOTES TOP CHORD EXTENSION.

14. "JX" - DENOTES JOIST LOADING DIAGRAM. SEE S-700 SERIES DRAWINGS FOR

DETAILS. BRIDGING REQUIRED PER MANUFACTURERS RECOMMENDATION.

15. "TX" - DENOTES TRUSS TYPE. SEE 700 SERIES DRAWINGS FOR DETAILS.

Revisions: Date:

16. * CONCRETE EQUIPMENT PAD DIMENSIONS SHOWN FOR ESTIMATE PURPOSE

ONLY AND SHOULD BE COORDINATED WITH FINAL MEP EQUIPMENT SELECTION.

REFER TO MEP DRAWINGS. SEE DETAIL 9,15/S-701.

[11' - 8"] W14X30

[11' - 8"] W14X22

[11' - 8"] W14X30

[11' - 8"] W14X30

[11' - 8"] W14X30

[13' - 8"] W24X55

[13' - 8"] W24X55

[13' - 5 1/2"] W24X55

[11' - 6"] W14X22

[11' - 6"] W14X30

[11' - 6"] W14X30

[11' - 6"] W14X30

[1 ' - 6

/2

W

X

W X

(S

[1 ' - 6

/2

W

X

[15' - 6 1/2"]

W 18X

[1 5' -

/2

W 18X40

[1 5' -

/2

W 18X40

[13' - 4 1/2"]

W 18X

[1 1' -

W 14X30

[13' - 0 1/2"]

W 14X22

[1 1' -

W 14X30

W X

(S

[14' - 8 3/4"] W16X26

[14' - 8 3/4"] W16X26

[14' - 8 3/4"] W16X26

[14' - 8 3/4"] W16X36

[12' - 6 1/2"] W24X62

[12' - 6 1/2"]W12X19

[12' - 6 1/2"] W12X19

[12' - 6 1/2"] W12X19

[1 ' - 6

/2

W

X

[1 ' - 6

/2

W

X

[1 ' - 6

/2

W

X

[13' - 1"] W24X62

W X

(S

W X

(S

W X

(S

W X

(S

K

(S

) (J

K

(S

) (J

K

(S

) (J

K

(S

) (J

K

(S

) (J

K

(S

) (J

K

(S

) (J

K

(S

) (J

K

(S

) (J

K

(S

) (J

K

(S

) (J

K

(S

) (J

10K

(S

10K

(S

0K

(S

10K

(S

K

(S

) (J

K

(S

) (J

W X

K

(S

) (J

K

(S

) (J

K

(S

) (J

K

(S

) (J

W X

K

(S

) (J

K

(S

) (J

K

(S

) (J

W X

[1 ' - 6

/2

W

X

[1 ' - 6

/2

W

X

[1 ' - 6

/2

W

X

[1 ' - 6

/2

W

X

S-302

W X

(S

K

(S

) (J

K

(S

) (J

K

(S

) (J

K

(S

) (J

[11' - 6"]HSS8X6X3/8

W X

K

(S

K

(S

) (J

S-510

[12' - 6 1/2"]W14X30

[12' - 6 1/2"] W14X30

[12' - 6 1/2"] W14X30

[12' - 6 1/2"] W14X22

W16X26

S-510

[12' - 6 1/2"] W14X22

K

(S

K

(S

K

(S

S-510

K

(S

) (J

K

(S

) (J

K

(S

) (J

K

(S

) (J

K

(S

K

(S

K

(S

W14X22

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

(S

H S

S X

X

/8

(S

H S

S X

X

/8

(S

H S

S X

X

/8

(S

H S

S X

X

/8

(S

K

(S

) (J

[1 ' - 6

/2

W

X

2 [1

' - 6

/2

W

X

[1 ' - 6

/2

W

X

[1 ' - 6

/2

W

X

[1 ' - 6

/2

W

X

[1 ' - 6

/2

W

X

[1 ' - 6

/2

W

X

[1 ' - 6

/2

W

X

S-510

HSS4X4X3/8 (S)

E O

D (T

Y P

' - 3

/4

E O

D (T

Y P

' - 3

/4

E O

D 1' - 3 3/4"

E O

D (T

Y P

2' - 8"

1' - 1 1/2" EOS

' - 8

/8

" E O

S

0' - 9" EOS

[1 ' - 6

/2

W

X

9[1

' - 6

/2

W

X

[1 ' - 6

/2

W

X

[1 ' - 6

/2

W

X

[1 ' - 6

/2

W

X

[1 ' - 6

/2

W

X

HSS6X6X5/16

HSS6X6X5/16

POST

POST

HSS6X6X5/16

HSS6X6X5/16

HSS6X6X5/16

POST

POST

POST

POST

HSS6X6X5/16

[12' - 6 1/2"] W14X22

HSS8X8X1/2

HANGER

K

(S

) (J

[12' - 9"]HSS8X6X3/8

[13' - 1"] W14X22

H S

S X

X

/8

(S

K

(S

H S

S X

X

/8

S-510

S-510

S-510

S-510

S-510

T C

X (T

Y P

' - 3

/4

E O

D (T

Y P

' - 3

/4

EOD1' - 3 3/4"

T C

X (T

Y P

' - 3

/4

T C

X (T

Y P

' - 3

/4

E O

D (T

Y P

' - 3

/4

[15' - 6 1/2"]

W 18X

[15' - 6 1/2"]

W 18X

2' - 7" *

' - 3

' - 8

6' - 2" *

2' - 10" *

' - 2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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

Phase

ENGINEER 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

/4

/2

:2

:4

P

M

SF124

STRUCTURAL

FRAMING PLAN - 2ND FLOOR, AREA D

CONSTRUCT NEW COMMUNITY

LIVING CENTER (CLC)

LEBANON, PENNSYLVANIA

595-601

CLC-1

2023-02-09 SF DS0499-0124

BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 1/4" = 1'-0"1 FRAMING PLAN - 2ND FLOOR

A

B

C

K

L

M

D

E

F

G

H

I

J

12A.1 1.1

4.8

5.1

P

Q

9.1

O

6.8

N

C.1

11.5

C.2

E.1

C.5

C.9

K.5

L.3

12.2

8.2

6.5 7.4 7.9

A.8

B.2

SF131

SF133

SF132

SF134

/4

/4

/8

19' - 0"

19' - 0"

21' - 3 1/8"

18' - 4 1/4"

9' - 7 3/4"

/8

/8

/8

/8

/8

/2

23' - 6 5/8"

16' - 1 1 1/8"

11' - 1

17' - 9

22' - 6

17' - 9 1/8"

3' - 6 1/4"

' - 1

' - 9

' - 7

/4

' - 4

/4

' - 3

/8

' - 0

/8

26' -

/8

" 1 ' - 0

8' - 6 1/2" 11' - 5" 8' - 0 1/8" 12' - 9" 10' - 0 1/8" 10' - 0 3/8"

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

Phase

ENGINEER 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

:5

:3

A M

SF130

STRUCTURAL

OVERALL - FRAMING PLAN - ROOF

CONSTRUCT NEW COMMUNITY

LIVING CENTER (CLC)

LEBANON, PENNSYLVANIA

595-601

CLC-1

2023-02-09 SF DS0499-0124

BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 3/32" = 1'-0"1

OVERALL - FRAMING PLAN - ROOF

GENERAL SHEET NOTES:

1. FOR GENERAL NOTES SEE DRAWING S-001.

2. TOP OF STEEL ELEVATION = 17'-0" UNLESS NOTED OTHERWISE.

3. "D1" - DENOTES 1 1/2"- 20 GAGE METAL ROOF DECK.

4. DENOTES MOMENT CONNECTION.

5. "TG" - DENOTES 3" TONGUE AND GROOVE "LOCK-DECK" WOOD DECKING.

6. WHERE SPACING BETWEEN BEAMS IS NOT INDICATED, BEAMS ARE INTENDED TO BE

EQUALLY SPACED BETWEEN SUPPORTS, UNLESS NOTED OTHERWISE.

7. COORDINATE ALL SLEEVES AND PENETRATIONS WITH ARCHITECTURAL, MECHANICAL,

ELECTRICAL, AND PLUMBING DRAWINGS.

8. COORDINATE SIZE AND LOCATION OF EQUIPMENT AND OPENINGS WITH ARCHITECTURAL,

MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS.

9. REFER TO S-601 FOR COLUMN SCHEDULE.

10. REFER TO S-700 SERIES DRAWINGS FOR TYPICAL DETAILS.

W14X30 (S)

[2

/4

W X

[2

/4

W X

[3

W X

W14X30 (S)

W12X19 (S) W12X19 (S)

W12X19 (S) W12X19 (S)

W12X19 (S) W12X19 (S)

W12X19 (S) W12X19 (S)

W12X19 (S) W12X19 (S)

[4

/4

W X

W14X30 (S) HIGH

[2

/4

W X

W12X19 (S)W12X19 (S)

W12X19 (S) W12X19 (S)

W12X19 (S)W12X19 (S)

W12X19 (S) W12X19 (S)

[2

/4

W X

[19' - 7 1/2"]

W14X30

D

[2

/4

W X

W12X19 (S) W12X19 (S)

MATCHLINE

FOR CONTINUATION

SEE DWG. SF132

S-510

S-510

S-510

W12X19 (S) W12X19 (S)

F

G

H

I

J

4.8

5.1 9.16.8

E.1

6.5 7.4 7.9

W6X15 (S)

C A N T

W12X19 (S) HIGH W12X19 (S) HIGH W12X19 (S)

W12X19 (S) LOW

W6X15 (S)

W6X15 (S)

W6X15 (S)

W6X15 (S)

W6X15 (S)

W6X15 (S)

W6X15 (S)

W6X15 (S)

(7

E Q

U A

L S

P A

C E

S

C A

N T

W6X15 (S)

W6X15 (S)

W6X15 (S)

W6X15 (S)

W6X15 (S)

C X

.5

C X

.5

C X

.5

W6X15 (S)

W6X15 (S)

W6X15 (S)

W6X15 (S)

W6X15 (S)

W6X15 (S)

C A N T

C X

.5

W6X15 (S)

W6X15 (S)

W6X15 (S)

W6X15 (S)

W6X15 (S)

W6X15 (S)

W6X15 (S)

W6X15 (S)

W6X15 (S)

EOD (TYP)

1' - 9 1/2"

EOD (TYP)

1' - 10 1/8"

EOD (TYP)

2' - 0 1/8"

/8

/2

8' - 6 1/2" 11' - 5" 8' - 0 1/8" 12' - 9" 10' - 0 1/8" 10' - 0 3/8"

W6X15

W14X30 (S)*

W14X30 (S)

W14X30 (S)

S-301

S-301

S-301

/8

W14X30 (S)

W14X30 (S) HIGH

W12X19 (S) W12X19 (S) W6X15 (S)W6X15 (S)

L6 X X

L6 X X

W12X19 (S) LOW W12X19 (S) LOW

HSS6X6X3/8 HSS6X6X3/8

POST POST

AT ℄ OF

CHIMNEY WALL

HSS6X6X5/16 HSS6X6X5/16

POST POST

W14X30 (S)*

W14X30 (S)

[42' - 10 1/2"]

W12X19

S-510

S-510

S-510

S-510

S-510

[2

/4

W X

W14X30 (S)*

W14X30 (S)

W14X30 (S)

W14X30 (S)*

W14X30 (S)

EOD (TYP)

2' - 0 1/8"

W6X15 (S)

3' - 2 3/4" 5' - 9"

0' - 6"

15' - 1 1/2" 8' - 6 1/2" 7' - 7 3/8" 3' - 9 5/8" 0' - 6" 4' - 1" 3' - 5 1/8" 4' - 1 1/2" 8' - 7 3/8" 10' - 0 1/8" 10' - 0 3/8"

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

Phase

ENGINEER 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

:0

:0

A

M

SF131

STRUCTURAL

FRAMING PLAN - ROOF, AREA A

CONSTRUCT NEW COMMUNITY

LIVING CENTER (CLC)

LEBANON, PENNSYLVANIA

595-601

CLC-1

2023-02-09 SF DS0499-0124

BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 1/4" = 1'-0"1 FRAMING PLAN - ROOF

GENERAL SHEET NOTES:

1. FOR GENERAL NOTES SEE DRAWING S-001.

2. TOP OF STEEL ELEVATION = 17'-0" UNLESS NOTED OTHERWISE.

3. "D1" - DENOTES 1 1/2"- 20 GAGE METAL ROOF DECK.

4. DENOTES MOMENT CONNECTION.

5. "TG" - DENOTES 3" TONGUE AND GROOVE "LOCK-DECK" WOOD DECKING.

6. WHERE SPACING BETWEEN BEAMS IS NOT INDICATED, BEAMS ARE INTENDED TO BE

EQUALLY SPACED BETWEEN SUPPORTS, UNLESS NOTED OTHERWISE.

7. COORDINATE ALL SLEEVES AND PENETRATIONS WITH ARCHITECTURAL, MECHANICAL,

ELECTRICAL, AND PLUMBING DRAWINGS.

8. COORDINATE SIZE AND LOCATION OF EQUIPMENT AND OPENINGS WITH ARCHITECTURAL,

MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS.

9. REFER TO S-601 FOR COLUMN SCHEDULE.

TG

W X

W X

[1

W X

[1

W X

[3

/4

W X

W12X19 (S)

W12X19 (S)

W12X19 (S)

W12X19 (S)

W12X19 (S)

[3

W X

W12X19 (S)

W12X19 (S)

W12X19 (S)

W12X19 (S)

W12X19 (S)

W X

[1

W X

[1

W X

WOOD TRUSS (TYP); SEE

SF120 SERIES DWGS

S-302

TG

LO

TGD

D

S-302

MATCHLINE

FOR CONTINUATION

SEE DWG. SF131

M A

TC

H

LIN

E

FO

R

C O N

TIN

U A

TIO

N

S E E

D W G S F1

M A

TC

H

LI

N E

FO

R

C O N

TI

N U A

TI

O N

S E E

D W G S F1

S-510

S-510

S-510

W14X43 (S)W14X43 (S)

W14X30 (S)

W14X30 (S) HI W14X30 (S) HI W14X30 (S) HI

W12X19 (S)

W X

K

L

M

D

E

4.8

5.1

5.1

9.1

O

6.8

C.1

C.2

E.1

C.5

C.9

K.5

L.3

8.2

6.5

6.5

7.4 7.9

[1

W X

W14X30 (S) W14X30 (S)

W6X15

W6X15

W6X15

W6X15

W6X15

W6X15

W6X15

W6X15

W6X15

W6X15

W6X15

W6X15

W6X15

W6X15

W6X15

W6X15

W6X15

W6X15

W6X15

W6X15

W14X30 (S)*

W14X30 (S)

W14X30 (S)

C8X11.5

S-301

3' - 6 1/4"

W12X19 (S) W12X19 (S) W6X15 (S)W6X15 (S)

L6 X X

L6 X X

AT ℄ OF

CHIMNEY WALL

L6X6X1/2 L6X6X1/2

W14X30 (S) * LO W14X30 (S) * LO

W14X30 (S) * LO

AT ℄ OF

CHIMNEY WALL

S-302

S-302

W14X30 (S)*

W14X30 (S)

[42' - 10 1/2"]

W12X19

[42' - 10 1/2"]

W12X19

S-510

S-510

TYP

S-510

S-510

S-510

EOD (TYP)

0' - 9 1/2"

EOD (TYP)

1' - 0 1/8"

EOD (TYP)

0' - 9 1/2"

W14X30 (S)*

W14X30 (S)

W14X30 (S)

W14X30 (S)*

W14X30 (S) W6X15 (S)

C X

.5

C X

.5

C X

.5

[1

W X

4' - 8 3/4"

0' - 4"

5' - 1" 2' - 7 1/4"

8' - 6 1/2" 11' - 5" 8' - 0 1/8" 4' - 1 1/2"

/8

/8

' - 7

/8

' - 5

/8

' - 2

/8

' - 4

/4

' - 3

/8

' - 0

/8

15' - 1 1/2" 8' - 6 1/2" 7' - 7 3/8" 3' - 9 5/8" 0' - 6" 4' - 1" 3' - 5 1/8" 4' - 1 1/2" 8' - 7 3/8" 10' - 0 1/8" 10' - 0 3/8"

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

Phase

ENGINEER 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

:0

:4

A

M

SF132

STRUCTURAL

FRAMING PLAN - ROOF, AREA B

CONSTRUCT NEW COMMUNITY

LIVING CENTER (CLC)

LEBANON, PENNSYLVANIA

595-601

CLC-1

2023-02-09 SF DS0499-0124

BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 1/4" = 1'-0"1 FRAMING PLAN - ROOF

GENERAL SHEET NOTES:

1. FOR GENERAL NOTES SEE DRAWING S-001.

2. TOP OF STEEL ELEVATION = 17'-0" UNLESS NOTED OTHERWISE.

3. "D1" - DENOTES 1 1/2"- 20 GAGE METAL ROOF DECK.

4. DENOTES MOMENT CONNECTION.

5. "TG" - DENOTES 3" TONGUE AND GROOVE "LOCK-DECK" WOOD DECKING.

6. WHERE SPACING BETWEEN BEAMS IS NOT INDICATED, BEAMS ARE INTENDED TO BE

EQUALLY SPACED BETWEEN SUPPORTS, UNLESS NOTED OTHERWISE.

7. COORDINATE ALL SLEEVES AND PENETRATIONS WITH ARCHITECTURAL, MECHANICAL,

ELECTRICAL, AND PLUMBING DRAWINGS.

8. COORDINATE SIZE AND LOCATION OF EQUIPMENT AND OPENINGS WITH ARCHITECTURAL,

MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS.

9. REFER TO S-601 FOR COLUMN SCHEDULE.

D1

W X

(S

[35' - 0"]

W21X44

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

[15' - 3 1/2"]

W14X30

[15' - 3 1/2"]

W14X30

[15' - 3 1/2"]

W14X30

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

[32' - 9"]

W16X26

[32' - 9"]

W16X26

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

[20' - 2"]

W14X30

[20' - 2"]

W14X30

[20' - 2"]

W14X30

[20' - 2"]

W14X30

[19' - 6"]

W18X40

[20' - 5"]

W14X30

[32' - 9"]

W16X26

S-302

M A

TC

H

LI

N E

FO

R

C O N

TI

N U A

TI

O N

S E E

D W G S F1

S-510

S-510

S-510

W X

(S

W X

(S

W X

(S

A

B

A.1

1.1

A.8

B.2

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

C8X11.5

C8X11.5

C8X11.5

W X

(S

W X

(S

W X

(S

HSS6X6X5/16

HSS6X6X5/16

[2

W X

POST

POST

E O

D

/2

E O

D

T Y

P

/2

C8X11.5

C8X11.5

C8X11.5

E O

D

T Y

P

/2

0"

HSS6X6X5/16

POST

HSS6X6X5/16

HSS6X6X5/16

POST

POST

HSS6X6X5/16

HSS6X6X5/16

POST

POST

W X

(S

C8X11.5

C8X11.5

(TYP)

2' - 5 5/8" EOD

(TYP)

4' - 0 3/8" EOD

(TYP)

1' - 7 1/8" EOD

(TYP)

0' - 5 5/8" EOD

L6X6X1/2

(TYP)

S-510

S-510

S-510

℄ OF WALL

S-510

S-510

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

/4

/4

19' - 0"

19' - 0"

21' - 3 1/8"

18' - 4 1/4"

9' - 7 3/4"

/8

/4

/8

LO

HI

W X

(S

W X

(S

W X

(S

W X

(S

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

Phase

ENGINEER 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

:0

:2

A

M

SF133

STRUCTURAL

FRAMING PLAN - ROOF, AREA C

CONSTRUCT NEW COMMUNITY

LIVING CENTER (CLC)

LEBANON, PENNSYLVANIA

595-601

CLC-1

2023-02-09 SF DS0499-0124

BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 1/4" = 1'-0"1 FRAMING PLAN - ROOF

GENERAL SHEET NOTES:

1. FOR GENERAL NOTES SEE DRAWING S-001.

2. TOP OF STEEL ELEVATION = 17'-0" UNLESS NOTED OTHERWISE.

3. "D1" - DENOTES 1 1/2"- 20 GAGE METAL ROOF DECK.

4. DENOTES MOMENT CONNECTION.

5. "TG" - DENOTES 3" TONGUE AND GROOVE "LOCK-DECK" WOOD DECKING.

6. WHERE SPACING BETWEEN BEAMS IS NOT INDICATED, BEAMS ARE INTENDED TO BE

EQUALLY SPACED BETWEEN SUPPORTS, UNLESS NOTED OTHERWISE.

7. COORDINATE ALL SLEEVES AND PENETRATIONS WITH ARCHITECTURAL, MECHANICAL,

ELECTRICAL, AND PLUMBING DRAWINGS.

8. COORDINATE SIZE AND LOCATION OF EQUIPMENT AND OPENINGS WITH ARCHITECTURAL,

MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS.

9. REFER TO S-601 FOR COLUMN SCHEDULE.

W X

(S

W X

(S

[20' - 6 1/2"]W18X40

[36' - 4 1/2"]W21X44

[19' - 2 1/2"]W14X30

[19' - 2 1/2"]W14X30

[19' - 2 1/2"]W14X30

[19' - 2 1/2"]W18X40

[20' - 6 1/2"]W14X30

[20' - 6 1/2"]W14X30

[20' - 6 1/2"]W14X30

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

[35' - 0"] W16X26

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

[35' - 0"] W16X26

[35' - 0"] W16X26

W 14X

(S

W 14X

(S

[2 4' -

6 1 /2

W 18X35

W 12X

(S

W 12X

(S

W 12X

(S

W 12X

(S

W 12X

(S

W 12X

(S

W 12X

(S

W 12X

(S

W 12X

(S

W 12X

(S

W 14X

(S

W 14X

(S

S-302

W X

M A

TC

H

LIN

E

FO

R

C O N

TIN

U A

TIO

N

S E E

D W G S F1

S-510

S-510

S-510

S-510

S-510

K

L

M

P

Q

O

N

11.5

K.5

L.3

12.2

8.2

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

[1 5' -

6 1 /2

W 18X40

[1 5' -

6 1 /2

W 18X40

HSS6X6X5/16

HSS6X6X5/16

C8X11.5

C8X11.5

C8X11.5

C8X11.5

C8X11.5

C8X11.5

C8X11.5

C8X11.5

C8X11.5

C8X11.5

[2

W X

W X

(S

W X

(S

16' - 11 1/8"

11' - 1"

17' - 9"

22' - 6"

17' - 9 1/8"

3' - 6 1/4"

W X

(S

W X

(S

W X

(S

L6X6 X1/2

(TYP

S-510

S-510

1' - 2"

S-510

S-510

S-510

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

W X

(S

E O

D (T

Y P

' - 9

/2

E O

D (T

Y P

' - 9

/2

E O

D (T

Y P

' - 9

/2

E O

D (E

O D

1' - 3"

E O

D (T

Y P

1' - 3"

W 6X

(S

W 6X

(S

W 6X

(S

W 6X

(S

W 6X

(S

W 6X

(S

W 6X

(S

W 6X

(S

W 6X

(S

W 6X

(S

W 6X

(S

W 6X

(S

W 6X

(S

W 6X

(S

E O

D ' - 9

/2

18' - 0"

26' -

/8

9' - 0 1/4"

' - 1

' - 9

' - 1

/8

' - 6

/8

' - 4

/4

' - 3

/8

' - 0

/8

' - 7

/8

' - 5

/8

' - 2

/8

' - 4

/4

' - 3

/8

' - 0

/8

HI

LO

LO

S-510

EOD2' -

/4

EO

D2' -

/8

' - 6

' - 8

/8

' - 4

/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

Phase

ENGINEER 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

:0

:2

A

M

SF134

STRUCTURAL

FRAMING PLAN - ROOF, AREA D

CONSTRUCT NEW COMMUNITY

LIVING CENTER (CLC)

LEBANON, PENNSYLVANIA

595-601

CLC-1

2023-02-09 NA DS0499-0124

BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 1/4" = 1'-0"1 FRAMING PLAN - ROOF

GENERAL SHEET NOTES:

1. FOR GENERAL NOTES SEE DRAWING S-001.

2. TOP OF STEEL ELEVATION = 17'-0" UNLESS NOTED OTHERWISE.

3. "D1" - DENOTES 1 1/2"- 20 GAGE METAL ROOF DECK.

4. DENOTES MOMENT CONNECTION.

5. "TG" - DENOTES 3" TONGUE AND GROOVE "LOCK-DECK" WOOD DECKING.

6. WHERE SPACING BETWEEN BEAMS IS NOT INDICATED, BEAMS ARE INTENDED TO BE

EQUALLY SPACED BETWEEN SUPPORTS, UNLESS NOTED OTHERWISE.

7. COORDINATE ALL SLEEVES AND PENETRATIONS WITH ARCHITECTURAL, MECHANICAL,

ELECTRICAL, AND PLUMBING DRAWINGS.

8. COORDINATE SIZE AND LOCATION OF EQUIPMENT AND OPENINGS WITH ARCHITECTURAL,

MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS.

9. REFER TO S-601 FOR COLUMN SCHEDULE.

FIRST FLOOR

0' - 0"

MECHANICAL PENTHOUSE

13' - 0"

65.1 9.16.86.5 7.4 7.9

WP EL= 36' - 9"

WP EL= 20' - 6 1/4" WP EL= 20' - 6 1/4"

WP EL= 11' - 11"

WP EL= 12' - 6 1/2" WP EL= 11' - 9"

WP EL= 13' - 5 7/8"

FIRST FLOOR

0' - 0"

MECHANICAL PENTHOUSE

13' - 0"

6 75.1 9.16.86.5 7.4 7.9

WP EL= 41' - 0 1/4"

WP EL= 36' - 9"

WP EL= 20' - 6 1/4"

WP EL= 20' - 6 1/4"

FIRST FLOOR

0' - 0"

MECHANICAL PENTHOUSE

13' - 0"

T.O. ROOF

43' - 0"

6 74.8 5.1 9.16.86.5 7.4 7.9

WP EL= 41' - 0 1/4"

WP EL= 31' - 8 7/8"

WP EL= 19' - 9 7/8"

WP EL= 20' - 6 1/4"

WP EL= 19' - 9 3/8"

WP EL= 20' - 6 1/4"

WP EL= 42' - 10 1/2"

*NOTE:

STEEL TO SUPPORT

T&G DECKING

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

Phase

ENGINEER 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

A M

S-301

STRUCTURAL

BUILDING SECTIONS

CONSTRUCT NEW COMMUNITY

LIVING CENTER (CLC)

LEBANON, PENNSYLVANIA

595-601

CLC-1

2023-02-09 NA DS0499-0124

BID DOCUMENTS

FULLY SPRINKLERED

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

SECTION NORTH ALONG GRID I

SCALE: 1/4" = 1'-0"2

SECTION NORTH ALONG GRID G

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

SECTION NORTH ALONG GRID E.1

FIRST FLOOR

0' - 0"

MECHANICAL PENTHOUSE

13' - 0"

T.O. ROOF

43' - 0"

6 75.1 6.86.5 7.4

*NOTE:

STEEL TO SUPPORT

T&G DECKING

FIRST FLOOR

0' - 0"

MECHANICAL PENTHOUSE

13' - 0"

6 75.1 6.86.5 7.4

TIMBER; REFER

TO ARCH DWGS

FIRST FLOOR

0' - 0"

MECHANICAL PENTHOUSE

13' - 0"

A B C

A.8

FIRST FLOOR

0' - 0"

MECHANICAL PENTHOUSE

13' - 0"

K L MK.5 L.3

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

Phase

ENGINEER 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

:5

:0

A M

S-302

STRUCTURAL

BUILDING SECTIONS

CONSTRUCT NEW COMMUNITY

LIVING CENTER (CLC)

LEBANON, PENNSYLVANIA

595-601

CLC-1

2023-02-09 NA DS0499-0124

BID DOCUMENTS

FULLY SPRINKLERED

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

SECTION NORTH ALONG GRID D

Revisions: Date:

SCALE: 1/4" = 1'-0"2

SECTION NORTH ALONG GRID C.5

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

SECTION EAST ALONG GRID 5

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

BRACE FRAME ELEVATION - COLUMN LINE 8

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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

Phase

ENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

CONSTRUCT NEW COMMUNITY

LIVING CENTER (CLC)

LEBANON, PENNSYLVANIA

595-601

CLC-1

2023-02-09 Revisions: Date:

MR PROJECT NO: 0499-0124

BID DOCUMENTS

FULLY SPRINKLERED

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

STRUCTURAL

FOUNDATION SECTIONS & DETAILS

S-501

RPSF

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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

Phase

ENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

CONSTRUCT NEW COMMUNITY

LIVING CENTER (CLC)

LEBANON, PENNSYLVANIA

595-601

CLC-1

2023-02-09 Revisions: Date:

MR PROJECT NO: 0499-0124

BID DOCUMENTS

FULLY SPRINKLERED

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

STRUCTURAL

FRAMING

SECTIONS & DETAILS

S-510

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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

Phase

ENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

CONSTRUCT NEW COMMUNITY

LIVING CENTER (CLC)

LEBANON, PENNSYLVANIA

595-601

CLC-1

2023-02-09 Revisions: Date:

MR PROJECT NO: 0499-0124

BID DOCUMENTS

FULLY SPRINKLERED

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

STRUCTURAL

FRAMING

SECTIONS & DETAILS

S-511

DSSF

FIRST FLOOR FIRST FLOOR

0' - 0" 0' - 0"

MECHANICAL

PENTHOUSE

MECHANICAL

PENTHOUSE

13' - 0" 13' - 0"

T.O. ROOF T.O. ROOF

43' - 0" 43' - 0"

Column Locations A-1 A-2 A-3 A-4 A-5 A.1-1 A.1-2 A.8-1 A.8-2 A.8-3 A.8-4 A.8-5 B-1 B-1.1(-0' - 3 1/2") B-2 B-3 B-4 B-5

B.2-1(-0' - 10 1/4")

C-1.1(-0' - 3 1/2") C-2 C-3 C-4 C-4.8 C.1-6 C.1-7 C.2-6 C.2-7 C.5-5.1 C.5-6 C.5-7 C.5-7.4 C.9-6 C.9-7 D-4.8

FIRST FLOOR FIRST FLOOR

0' - 0" 0' - 0"

MECHANICAL

PENTHOUSE

MECHANICAL

PENTHOUSE

13' - 0" 13' - 0"

T.O. ROOF T.O. ROOF

43' - 0" 43' - 0"

Column Locations D-5.1 D-6.5(-4' - 8 3/4")D-6.8(-2' - 7 1/4") D-7.4 D(-6' - 2 3/4")-7.9 E-7.9 E-9.1 E.1-4.8 E.1-5.1 E.1-6 E.1-7 E.1-7.4 F-7.9 F-9.1 G(0' - 9 1/2")-5.1 G(0' - 9 1/2")-6 G(0' - 9 1/2")-6.8 G(0' - 9 1/2")-7.4 H(-0' - 9 1/4")-5.1 H-7.4 H(-6' - 0 3/8")-7.9H(-6' - 0 3/8")-9.1 I-5.1 I-6 I-6.8 I-7.4

I(-0' - 10 3/8")-7.9

J-6.5 J-6.8(-0' - 11

7/8") J-7.4 J-7.9 J(2' - 10 1/8")-9.1

J(2' - 10 1/8")-9.1(-3' - 11

1/4") K-8.2 K-9

FIRST FLOOR FIRST FLOOR

0' - 0" 0' - 0"

MECHANICAL

PENTHOUSE

MECHANICAL

PENTHOUSE

13' - 0" 13' - 0"

T.O. ROOF T.O. ROOF

43' - 0" 43' - 0"

Column Locations K-10 K-11 K-11.5 K.5-11.5 K.5-12 L-8 L-9 L-10 L-11 L-12 L.3-8 L.3-9 L.3-10 L.3-11 L.3-12 M-8 M-9 M-10 M-11 N-11 N-12 O-9(-6' - 5") O-9.1

O-10(-0' - 10 1/2")

O-11 O-12 P-13 P-14 Q-12.2 Q-13 Q-14

H S

S X

X

/1

H S

S .6

X

.5

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/8

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/2

H S

S X

X

/2

H S

S X

X

/8

H S

S X

X

/2

H S

S X

X

/2

H S

S X

X

/8

H S

S X

X

/2

H S

S X

X

/2

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/8

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/8

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/2

H S

S X

X

/2

H S

S X

X

/2

H S

S X

X

/2

H S

S .6

X

.5

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

H S

S .6

X

.5

H S

S X

X

/8

H S

S X

X

/2

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/2

H S

S X

X

/2

H S

S X

X

/2

H S

S X

X

/2

H S

S X

X

/2

H S

S X

X

/2

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/1

H S

S X

X

/8

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/8

H S

S X

X

/2

H S

S X

X

/1

H S

S X

X

/2

H S

S X

X

/1

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/1

H S

S X

X

/2

H S

S X

X

/2

H S

S X

X

/2

H S

S X

X

/2

BP5 BP3 BP1 BP3 BP1 BP1 BP3 BP1 BP1 BP1 BP1 BP1 BP1 BP1 BP2 BP3 BP3 BP3 BP3 BP3 BP3 BP3 BP1 BP1

BP2 BP2 BP2 BP2 BP4 BP5 BP3 BP3 BP3 BP2 BP2 BP2 BP3BP3 BP3 BP3 BP3 BP2 BP3 BP2

BP1 BP3 BP3 BP5BP1 BP3 BP3 BP4BP1 BP2

Base Plate

Base Plate

Base Plate

BP1 BP3 BP1 BP1 BP1 BP1 BP1 BP1 BP1 BP3 BP3

BP3 BP2 BP4 BP2 BP3BP2 BP4 BP2 BP3 BP3 BP2BP2 BP2 BP1BP2

BP1 BP1 BP2 BP1 BP1 BP1 BP1 BP1 BP1 BP5 BP1BP1BP1 BP2 BP2BP2 BP3BP2 BP2 BP2 BP3

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

Phase

ENGINEER 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

:0

:2

A M

S-601

STRUCTURAL

COLUMN SCHEDULE

CONSTRUCT NEW COMMUNITY

LIVING CENTER (CLC)

LEBANON, PENNSYLVANIA

595-601

CLC-1

2023-02-09 SF DS0499-0124

BID DOCUMENTS

FULLY SPRINKLERED

ACTUAL

NORTH

PLAN

NORTH

ACTUAL

NORTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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

Phase

ENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

CONSTRUCT NEW COMMUNITY

LIVING CENTER (CLC)

LEBANON, PENNSYLVANIA

595-601

CLC-1

2023-02-09 Revisions: Date:

MR PROJECT NO: 0499-0124

BID DOCUMENTS

FULLY SPRINKLERED

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

STRUCTURAL

FOUNDATION SCHEDULES

S-602

BPSF

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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

Phase

ENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

CONSTRUCT NEW COMMUNITY

LIVING CENTER (CLC)

LEBANON, PENNSYLVANIA

595-601

CLC-1

2023-02-09 Revisions: Date:

MR PROJECT NO: 0499-0124

BID DOCUMENTS

FULLY SPRINKLERED

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

STRUCTURAL

TYPICAL CONCRETE DETAILS

S-701

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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

Phase

ENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

CONSTRUCT NEW COMMUNITY

LIVING CENTER (CLC)

LEBANON, PENNSYLVANIA

595-601

CLC-1

2023-02-09 Revisions: Date:

MR PROJECT NO: 0499-0124

BID DOCUMENTS

FULLY SPRINKLERED

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

STRUCTURAL

TYPICAL STEEL DETAILS

S-710

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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

Phase

ENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

CONSTRUCT NEW COMMUNITY

LIVING CENTER (CLC)

LEBANON, PENNSYLVANIA

595-601

CLC-1

2023-02-09 Revisions: Date:

MR PROJECT NO: 0499-0124

BID DOCUMENTS

FULLY SPRINKLERED

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

STRUCTURAL

TYPICAL STEEL DETAILS

S-711

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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

Phase

ENGINEER OF RECORD MILLER-REMICK LLC

PROFESSIONAL ENGINEERCONSULTANT

321 4 5 6 7 8 9 10

CONSTRUCT NEW COMMUNITY

LIVING CENTER (CLC)

LEBANON, PENNSYLVANIA

595-601

CLC-1

2023-02-09 Revisions: Date:

MR PROJECT NO: 0499-0124

BID DOCUMENTS

FULLY SPRINKLERED

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STRUCTURAL

SECTIONS & DETAILS

S-712

ARCHITECTURAL FLOOR PLAN

GENERAL NOTES

DIMENSION GENERAL NOTE

SYMBOL LEGENDCONTRACTOR GENERAL NOTESVA CONSTRUCTION GENERAL NOTES

1. THE CONTRACTOR SHALL NOT SCALE DRAWINGS. DIMENSIONS HAVE BEEN

PROVIDED THROUGHOUT THE CONTRACT DOCUMENTS FOR THE

CONTRACTOR'S USE IN COORDINATING THE WORK. IF ANY DIMENSIONS

ARE FOUND IN CONFLICT THE CONTRACTOR SHALL NOTIFY AND OBTAIN

CLARIFICATION FROM THE ARCHITECT.

2. THE CONTRACTOR SHALL BUILD OUT PARTITIONS TO ACCOMMODATE

DEPTH REQUIRED BY FIRE EXTINGUISHER CABINETS AND RECESSED

POWER PANELS LOCATED THROUGHOUT THE CONTRACT DOCUMENTS.

THE CONTRACTOR SHALL OBTAIN THE ARCHITECT’S APPROVAL FOR THEIR

FINAL LOCATION.

3. THE CONTRACTOR SHALL TAKE INTO ACCOUNT THE THICKNESS OF THE

SCHEDULED FINISH MATERIALS SUCH AS CERAMIC TILE, SOLID SURFACE,

ETC. PRIOR TO LAYOUT OF METAL STUD PARTITIONS OR CMU WALLS, SINCE

THE TOTAL WALL THICKNESS MUST BE CONSIDERED SO THAT THE

REQUIRED "MINIMUM FACE TO FINISH" AND "MINIMUM CLEAR FACE OF

FINISH" DIMENSIONS CAN BE MAINTAINED AFTER THE INSTALLATION OF

FINISH MATERIALS.

4. THE FLOOR SLAB SHALL BE SLOPED (2%) TO DRAIN. DO NOT INTERRUPT

INTEGRITY OF FIRE RATING OF AFFECTED FLOOR SLAB.

5. ACCESS PANELS:

a. THE CONTRACTOR SHALL PROVIDE SELF-CLOSING AND KEY-LOCKED

ACCESS PANELS OF APPROPRIATE TYPE AND SIZE AS SPECIFIED IN

VERTICAL AND HORIZONTAL HARD SURFACES WHERE ACCESS FOR

SERVICE OR ADJUSTMENT TO MECHANICAL, PLUMBING, FIRE

PROTECTION, SECURITY, ELECTRICAL OR COMMUNICATION ITEMS MAY

BE REQUIRED.

b. THE CONTRACTOR SHALL PROVIDE AND INSTALL ACCESS PANELS OF

THE APPROPRIATE FIRE-RATED TYPE EQUAL TO THE RATING OF THE

VERTICAL AND HORIZONTAL HARD SURFACES WHERE REQUIRED TO BE

INSTALLED.

c. ACCESS PANELS SHALL BE GASKETED TO BE AIRTIGHT IN ROOMS

IDENTIFIED ON THE MECHANICAL DRAWINGS AS POSITIVE OR NEGATIVE

PRESSURE.

d. THE CONTRACTOR SHALL SUBMIT AN ACCESS PANEL SCHEDULE AND

LOCATION PLAN IDENTIFYING ALL ACCESS POINTS TO THE ARCHITECT

FOR REVIEW AS REQUIRED BY THE SPECIFICATIONS.

6. ALL RATED SMOKE BARRIERS, RATED HORIZONTAL EXITS, AND RATED EXIT

PASSAGEWAY BARRIER WALLS SHALL BE CONSTRUCTED PRIOR TO THE

CONSTRUCTION OF INTERVENING WALLS.

7. ALL FLOORS, PARTITIONS AND CEILINGS IN ROOMS IDENTIFIED ON THE

MECHANICAL…