274 - SF109.pdf

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VAMC PERRY POINT, MD CLC
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VA101-16-R-0086
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A

A

D

D

L

L

P

P

12 12

4 4

G H

3 3

M

M

7 7

8 8

9 9

11 11

C

C

JF NB E

21' - 9" 8' - 10" 9' - 0" 6' - 11" 12' - 0"

2' - 6" 10"

11' - 4" 17' - 8" 11' - 4"

10" 2' - 6"

12' - 0" 6' - 11" 9' - 0" 8' - 10" 21' - 9" C.5 K L.5

0.8

F.1 H.9

W16x

HI

P

W8 x1

W8 x1

W8 x2

W1 0x

K4

W1 4x

S

LO

PE

D

K4

K4

K4

W8x10 W8 x2

W1 0x

K3

K3

K3

K3

W1 2x

W8x10 10K1

W1 4x

W8 x1

W10x22 BENT BEAM

W8x13

W8x21

W8x21

W1 0x

W8 x2

W1 4x

W8x21

W8x21

W8x21

W8x21

W8x21

W14x22 V

W14x22 HIP

W8x21

W8x21

W8 x1

W8x13

W10x12 V W16x26 HIP

W8x21

W10x22

W8x21

W8x21

W8x21

W8x10 BENT BEAM

P P

W8x21

P

P P

OPEN

CFMF

CFMF

CF

MF

R

OO

F

TR

US

SE

S

CF

MF

R

OO

F

TR

US

SE

S

CF

MF

R

OO

F

TR

US

SE

S

CF

MF

R

OO

F

TR

US

SE

S

CF

MF

R

OO

F

TR

US

SE

S

CF

MF

R

OO

F

TR

US

SE

S

W8x10 (+8 3/16")

P PP

W8x21

2' - 0"

1' - 4"

' - 6

8' -

' - 0

2' -

4"

' - 7 1/

2"

' - 5

' - 9

1/ 2"

' - 1

1"

' - 7

S304

S304

S304

S304

S304

S304

S304

S304

Sim

S304

Sim

S304

Sim

S304

Sim

W1 2x

W1

4x

S304

Sim

S304

Sim

S304

Sim

S304

' - 8

' - 4

W1 0x

W1

0x

W10x19 BENT BEAM

W8x10 10K1

W8x10 10K1

W10x22 BENT BEAM

W10x19 BENT BEAM

W10x19 BENT BEAM

W10x19 BENT BEAM

10K1

W8x10 10K1

W8x10 10K1

W8x10

W8x10

W8x10 10K1

10K1W8x10

10K1

10K1 W8x10

10K1W8x10

W10x22 BENT BEAM

W8x10 10K1

10K1 W8x10

W8x10 10K1

10K1

10K1

10K1

10K1

10K1

10K1

10K1

10K1

10K1

10K1

10K1

10K1

10K1 W8x10

W8x10

W8x10

W8x10

W8x10

W8x10

W8x10

W8x10

W8x10

W8x10

W8x10

W8x10

W8x10

W8x10

W10x19 BENT BEAM

W10x19 BENT BEAM

W10x22 BENT BEAM

W10x19 BENT BEAM

W10x19 BENT BEAM

W1 2x

(+7

' - 4 5/8

W8x10 (+7' - 4 5/8")

W8x10 (+7' - 4 5/8")

W1 2x

(+1

0 1 /8"

W8 x1

(+7

' - 4 5/8

W1 2x

R

(+9 ' - 1

1 7 /32

W8 x1

CANT

CANT

P

P

SF109

W10x12

W10x12

W10x12W10x12 W10x12 W10x12 W16x26 V

W12x

V

W10x12

5' -

5/8

5' -

3/4

9' -

1/8

1' -

1/4

4' - 8 1/2" 4' - 9 1/4"

7' - 2"

' - 1

0 3 /8"

W8x21

W8x21

W8x21

W1 0x

W8 x2

W8x13

W8x21

W8x21

W1 4x

22 20 K4

K4 W1

4x 22 W1

0x 12 W1

0x

W10x12 W10x12

W10x12

W10x12

W10x12

W16x

V

W12x14 V

W10x22 BENT BEAM

K4

W1 4x

K4

W1 0x

W8 x2

W8x21

W8x21

W8x21

W8x21 W8x21

W8x21W8x21

W8x21 W8x21

W14x

V W8 x1

W1 2x

K3

K3

K3 W1

2x

K3 W1

0x

W8 x2

1 W8x10

W16x

HI

P W8x21

W8x21

W8x21

W10x22

W8x21

W8x13 W10x

V W8 x1

W8 x1

0 W8 x1

W8 x1

W8x21 W8x21

W14x

HI

P

W8x10 BENT BEAM

W1 4x

S

LO

PE

D

W16x26 HIP

W10x12

P

CANTP

P

P

CANT

W8 x1

R

(+9 ' - 1

1 7 /32

W8 x1

R (+9

' - 1 1 7

/32

W1 2x

R

(+9 ' - 1

1 7 /32

W1

0x

R (+9

' - 1 1 7

/32

W1 2x

R

(+9 ' - 1

1 7 /32

W1 4x

(+7

' - 4 5/8

W1

2x

(+7 ' - 4

5/8

W1 2x

(+7

' - 4 5/8

W8x10 (+7' - 4 5/8")

W8x10 (+7' - 4 5/8")

W8x10 (+7' - 4 5/8")

W8x10 (+7' - 4 5/8")

W8x10 (+7' - 4 5/8")

W1 2x

(+1

0 1 /8"

W8 x1

(+7

' - 4 5/8

W8 x1

(+7 ' - 4

5/8

W8 x1

(+7

' - 4 5/8

W1 2x

L

F-9 (+7

' - 4 5/8

W8x10 (+7' - 4 5/8")

W8 x1

R

(+9 ' - 1

1 7 /32

W1 0x

(+7

' - 4 5/8

W1 2x

(+1

0 1 /8"

W1

2x

L F-6

(+1 0 1

/8"

W1 2x

(+1

0 1 /8"

W1

4x

(+1 0 1

/8"

W8 x1

R

(+9 ' - 1

1 7 /32

W1

2x

R (+9

' - 1 1 7

/32

W1 0x

R

(+9 ' - 1

1 7 /32

W1 4x

(+7

' - 4 5/8

W1

2x

(+7 ' - 4

5/8

W8x10 (+7' - 4 5/8")

W8x10 (+7' - 4 5/8")

W8x10 (+7' - 4 5/8")

W8 x1

(+7

' - 4 5/8

W8 x1

(+7 ' - 4

5/8

W1 2x

L

F-9(+7 ' - 4

5/8

W8x10 (+7' - 4 5/8")

W8 x1

R

(+9 ' - 1

1 7 /32

W1 0x

(+7

' - 4 5/8

W1 2x

(+1

0 1 /8"

W1

2x

L F-6

(+1 0 1

/8"

W1 2x

(+1

0 1 /8"

W1

4x

(+1 0 1

/8"

W8x10 (+8 3/16")

W8x10 (+8 3/16")

W10x12 (+8 3/16")

W10x12 (+8 3/16")

W16x31 (+2 3/4")

W16x36 LF-2 (+2 3/4")

W1 6x

L

F-3 (+2

3/4

W16x57 (+2 3/4")

W18x55 CANT(+10' - 7 5/8")

W21x55 CANT (+8' - 11 3/4")W12x26 (+8' - 11 3/4")

W16x40 (+10' - 7 5/8")

W12x22 (+1' - 0") W16x31

(+2 3/4")

W1 2x

R

(+9 ' - 1

1 7 /32

W1 6x

R

(+1 1' -

1"

W1 6x

(+8

3/1 6")

W1 6x

L

F-4 (+8

3/1 6")

W10x17 (+2 3/4")

W1 0x

(+7

' - 4 5/8

W1 6x

(+8

3/1 6")

W8 x1

(+8

3/1 6")

W8 x1

0( +8

3/1 6")

W12x19 R (+5' - 8")

W16x31 (+2 3/4")

W16x36 LF-2 (+2 3/4")

W1 6x

L

F-3 (+2

3/4

W16x57 LF-1 (+2 3/4")

W18x55 CANT(10' - 7 5/8")

W21x55 CANT (+8' - 11 3/4")

W12x19 R (+5' - 8")

W12x26 (+8' - 11 3/4")

W16x40 (+10' - 7 5/8")

W12x22 (+1' - 0")W16x31

(+2 3/4")

W1 2x

R

(+9 ' - 1

1 7 /32

W1 6x

R

(+1 1' -

1"

W1 6x

(+8

3/1 6")

W1 6x

L

F-4 (+8 3/1

6")

W10x17 (+2 3/4")

W1 0x

(+7

' - 4 5/8

W1 6x

(+8

3/1 6")

L4x4x1/4L4x4x1/4

L4x4x1/4

L4x4x1/4

L4x4x1/4

L4x4x1/4

L4x4x1/4 L4x4x1/4

W8x10 R

W8x10 (+8 3/16")W8x10

R

CANT

W8x21

P P

W8x10 R

W8x10 R

' - 6

8' -

' - 4

' - 7 1/

2"

' - 5

' - 9

1/ 2"

' - 1

1"

' - 7

30' - 7" 15' - 11" 71' - 0" 15' - 11" 30' - 7"

W10x22 BENT BEAM

LF-7

LF-10

LF-11

LF-8

LF-7

LF-10

LF-11

LF-8

W8x10 (+2 3/4")

W8x10 (+2 3/4")

W1 0x1

BE

NT

BE

AM

W1 0x1

BE

NT

BE

AM

W1 0x1

BE

NT

BE

AM

W1 0x1

BE

NT

BE

AM

W1 0x1

BE

NT

BE

AM

W1 0x1

BE

NT

BE

AM

W1 0x1

BE

NT

BE

AM

W1 0x1

BE

NT

BE

AM

W8x10 R (+12' - 1 9/16")

W8x10 R (+12' - 1 9/16")

W8x10 R (+12' - 1 9/16")

W8x10 R (+12' - 1 9/16")

W8x10 R (+12' - 1 9/16")

W8x10 R (+12' - 1 9/16")

W8x10 R (+12' - 1 9/16")

CANT

W1 0x1

BE

NT

BE

AM

W1 0x1

BE

NT

BE

AM

W1 0x1

BE

NT

BE

AM

W1 0x1

BE

NT

BE

AM

W1 0x1

BE

NT

BE

AM

W1 0x1

BE

NT

BE

AM

W1 0x1

BE

NT

BE

AM

W1 0x1

BE

NT

BE

AM

W8x10 R (+12' - 1 9/16")

W8x10 R (+12' - 1 9/16")

W8x10 R (+12' - 1 9/16")

W8x10 R (+12' - 1 9/16")

W8x10 R (+12' - 1 9/16")

W8x10 R (+12' - 1 9/16")

W8x10 R (+12' - 1 9/16")

W8x10 R

(+12' - 1 9/16")

W8x10 R

(+12' - 1 9/16")

W8x10 R

(+12' - 1 9/16")

W8x10 R

(+12' - 1 9/16") k k

TYP BEAM REACTIONS DUE TO

BLAST LOADING (THESE SLOPES):

W8x10= 23k W8x15= 66k

W12x19R = 70k

TYP BEAM REACTIONS DUE TO

BLAST LOADING (THIS SLOPE):

W8x10 = 31k W8x21 = 52k W10x22 = 28k k k k

TYP BEAM REACTIONS DUE TO

BLAST LOADING*: W8x10R = 41k W10x17 BENT BEAM = 42k BENT

BEAM SPLICE TO BE DESIGNED FOR

THE SUMMATION OF INFILL BEAM

SHEAR REACTION AND MOMENT

CAPACITY OF BENT BEAM

TYP BEAM REACTIONS DUE TO

BLAST LOADING (THESE SLOPES):

W8x10= 23k W8x15= 66k W12x19R = 70k

TYP BEAM REACTIONS

DUE TO BLAST LOADING

(THIS SLOPE):

W8x10 = 31k W8x21 = 52k W10x22 = 28k

JOIST REACTIONS DUE TO BLAST LOADING*:

20K4 = 11k 16K3 = 9k 10K1 = 7k

JOIST MANUFACTURER SHALL VERIFY JOISTS HAVE SUFFICENT

SHEAR CAPACITY FOR REACTIONS LISTED. LRFD PHI FACTORS

SHALL BE APPLIED. BLAST REACTIONS ARE ULTIMATE LOADS.

k

28k

28k

28k

28k k

28k k

75k 75k

75k 75k 75k 75k

75k 75k k k k k k k k k k k k k k k k k k k k

97k 97k 97k97k

92k92k78k92k92k 78k 78k 78k

13k 13k 13k 13k k k k k k k k k k k k k k k k k k k

134k 134k134k

134k

4k

4k

4k

4k

4k

4k

4k

4k k k k k

89k 89k 89k 89k 89k 89k

89k 89k

30k

30k 30k

30k k k k k

TYP BEAM REACTIONS DUE

TO BLAST LOADING (THESE

SLOPES):

W8x13 = 34k W8x21 = 23k k k k

TYP BEAM REACTIONS DUE TO BLAST LOADING (THESE SLOPES):

W8x10V = 22k W10x12 = 23k W16x26V = 31k k k k k k k k

W10x1223 k k k k k k k k k k k k k

TYP RIDGE BEAM REACTIONS

DUE TO BLAST LOADING (UNO):

W8x10R = 16k W8x13R = 17k W8x15R = 22k W10x12R = 18k W12x16R = 22k

TYP RIDGE BEAM REACTIONS

DUE TO BLAST LOADING (UNO):

W8x10R = 16k W8x13R = 17k W8x15R = 22k

W10x12R = 18k W12x16R = 22k

TYP BEAM REACTIONS DUE TO

BLAST LOADING (THESE SLOPES):

W8x10 = 42

TYP BEAM REACTIONS DUE TO

BLAST LOADING (THESE SLOPES):

W8x10 = 42 k k k32 k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k

10K1

W8 x1

R

(+9 ' - 1

1 7 /32

S312

S312

24k AT EACH END OF W10x19 BENT BEAM, TYP. BENT BEAM SPLICE TO

BE DESIGNED FOR THE SUMMATION OF INFILL BEAM SHEAR REACTION

AND MOMENT CAPACITY OF BENT BEAM

24k AT EACH END OF W10x19 BENT BEAM, TYP. BENT BEAM SPLICE TO

BE DESIGNED FOR THE SUMMATION OF INFILL BEAM SHEAR REACTION

AND MOMENT CAPACITY OF BENT BEAM

40k AT EACH END OF W10x22 BENT BEAM, TYP. BENT BEAM SPLICE TO

BE DESIGNED FOR THE SUMMATION OF INFILL BEAM SHEAR REACTION

AND MOMENT CAPACITY OF BENT BEAM

40k AT EACH END OF W10x22 BENT BEAM, TYP. BENT BEAM SPLICE TO

BE DESIGNED FOR THE SUMMATION OF INFILL BEAM SHEAR REACTION

AND MOMENT CAPACITY OF BENT BEAM

40k AT EACH END OF W10x22 BENT BEAM, TYP. BENT BEAM SPLICE TO

BE DESIGNED FOR THE SUMMATION OF INFILL BEAM SHEAR REACTION

AND MOMENT CAPACITY OF BENT BEAM

24k AT EACH END OF W10x19 BENT BEAM, TYP. BENT BEAM SPLICE TO

BE DESIGNED FOR THE SUMMATION OF INFILL BEAM SHEAR REACTION

AND MOMENT CAPACITY OF BENT BEAM 17

k k k k k k k k k k k k

TYP BEAM REACTIONS DUE TO BLAST

LOADING*: W8x10R = 41k

W10x17 BENT BEAM = 42k BENT BEAM

SPLICE TO BE DESIGNED FOR THE

SUMMATION OF INFILL BEAM SHEAR

REACTION AND MOMENT CAPACITY OF

BENT BEAM

S313

S313

S312

Sim

S313

Sim

S313

Sim

NOTES:

1. ALL ELEVATIONS SHOWN ON PLAN ARE REFERENCED FROM ELEVATION 40'-7¼".

2. ROOF CONSTRUCTION SHALL BE 3" DEEP, 20 GAGE WIDE RIB (TYPE N)

GALVANIZED STEEL ROOF DECK.

3. IINDICATES OVERFRAME AREAS WITH COLD FORMED METAL FRAMING

TRUSSES OVER STEEL DECK.

4. SHOW THUS ON PLAN:

A. "B" INDICATES COLUMN BELOW ONLY.

B. "R" INDICATES A RIDGE BEAM.

C. "V" INDICATES A VALLEY BEAM.

D. "H" INDICTAES A W6x9 HANGER.

5. REACTIONS SHOWN INCLUDE BLAST DESIGN LOADS (5/24/2016).

G H

W8x10 BENT BEAM

W8x10 BENT BEAM

W1 0x

11'

- 9 5/1

6"

W1 0x

11'

- 9 5/1

6"

W8 x1

R

15'

- 6

7/1 6"

S312

S312

402.298.8260 - FAX 402.298.8290

PLATTSMOUTH, NEBRASKA 68048

12917 - 30TH AVENUE

COST ESTIMATING

410.323.0600 - FAX 410.377.2543

BALTIMORE, MARYLAND 21209

1416 CLARKVIEW ROAD, SUITE 500

MECHANICAL / ELECTRICAL CONSULTING ENGINEERING

CIVIL & STRUCTURAL ENGINEERING

10710 GILROY ROAD

HUNT VALLEY, MARYLAND 21031

443.589.2400 - FAX 443.589.2401

FIRE PROTECTION ENGINEERING

8815 CENTRE PARK DR., SUITE 200

COLUMBIA, MARYLAND 21045

410.750.2246 - FAX 410.750.2588

AUTOMATIC TRANSPORT ENGINEERING

182 THOMOS JOHNSON DR. SUITE 200

FREDERICK, MARYLAND 21702

301.662.8112 - FAX 301.662.8117

PLANTREE CONSULTANT

8055 CHORDON RD.

KIRTLAND, OHIO 44094

440.256.1880 - FAX 440.256.1881

CULTURAL RESOURSES CONSULTANT

535 NORTH CHURCH ST.

WEST CHESTER, PENNSYLVANIA 19380

610.436.9000 - FAX 610.436.8468

FULLY SPRINKLERED

FINAL CONSTRUCTION DOCUMENTS

VA FORM 08-6231

on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Revisions: Date

CONSULTANTS:

LIVING CENTER

PERRY POINT VA MEDICAL CENTER

ARCHITECT/ENGINEERS: REPLACEMENT COMMUNITY 512-173

08/26/16

Office of Construction and Facilities Management

B

A

C

D

E

F

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

BUILDING COST CONSULTANTS

& ASSOCIATES, INC.

BURDETTE KOEHLER MURPHY

CENTURY ENGINEERING, INC.

KOFFEL ASSOCIATES, INC. ROBERT L. SEYMOUR ASSOCIATES I.D.E.A.S., INC.

JOHN MILNER ASSOCIATES, INC.

Department of Veterans Affairs

Bel Air, Maryland 21015-1436 fax 410.836.6611 2215 Conowingo Rd, Suite 101 410.803.2141

POLT DESIGN GROUP

www.polt-design.com

ENGINEERING

PLANNING

ARCHITECTURE

WP/ DW/ DK

UPPER LEVEL HOUSE MAIN ROOF

FRAMING PLAN

SF109

1/8" = 1'-0"

MAIN ROOF FRAMING PLAN - BLDGS A, B, D & E

C

L

N I

GM

K H

KEY PLAN

A D

F B

E

J

1/8" = 1'-0"

PORCH LIGHTWELL ROOF FRAMING PLAN

Sheets
S304 - UPPER LEVEL HOUSE SECTIONS
S312 - UPPER LEVEL HOUSE SECTIONS
S313 - UPPER LEVEL HOUSE SECTIONS
S502 - UPPER LEVEL HOUSE LATERAL FRAMES
S702 - UPPER LEVEL HOUSE COLUMN SCHEDULE
SB102 - UPPER LEVEL HOUSE FOUNDATION PLAN
SF102 - UPPER LEVEL HOUSE ATTIC / GREEN ROOF FRAMING PLAN
SF109 - UPPER LEVEL HOUSE MAIN ROOF FRAMING PLAN

File details come from the government source that posted it. Updated .