268 - SF103.pdf

A

A

D

D

12 12

4 4

G

3 3

7 7

8 8

10 10

9 9

11 11

C

C

FB EC.5

0.8

F.1 21' - 9" 8' - 10" 9' - 0" 6' - 11" 12' - 0"

2' - 6" 10"

11' - 4" 17' - 2"

2.5

2' - 0"

1' - 4"

' - 4

' - 2

8' -

' - 0

2' - 4"

' - 7

1/ 2"

' - 5

' - 9 1/

2"

' - 1

2' -

7 9

/16

' - 0

' - 1 1 7

/16

W10x17 [10]

W12x19 [10]

W12x19 [10] W14x22 [13]

W14x22 [13]

W1 6x

[1

7]

W1 6x

[1

9]

W14x22 [13]

W14x22 [13]

W10x17 [8]W16x31 [20] W10x17 [8]

W10x17 [8]

W1 0x

[1

3]

W1 0x

[1

3]

W10x17 [8]

W1 0x

[1

3]

W12x19 [10]

W12x19 [10]

W1 6x

[1

5]

W12x22 [11] W14x22 [10] W14x26 [12]

W14x22 [11]

W14x22 [11]

W1 8x

[2

2]

W1 8x

[2

2]

W12x22 [11]

W12x26 [12] LF-2 W21x44 [16] LF-10

W1 2x

[1

1]

W10x17 [10]

W10x17 [10]

W10x17 [10]

W8x10

W1 6x

[9

W8x10

W16x26 [12]

W18x35 [35]

W18x35 [35]

W1 8x

[1

5]

W1 8x

[2

0] W1

8x

[1 5]

W10x17 [10]W18x35 [35]

W18x35 [35] W10x17 [10] LF-8

W10x17 [10] W18x35 [35]

W8x10

W8x10

W10x17 [10]

W10x17 [10]W1 8x

[1

5]

W1 4x

[1

8]

LF

-6

W16x26 [12]

W18x35 [35]

W2 4x

[3

4]

W10x17 [10]

W1 8x

[1

5] W1 0x

[1

0]

W18x35 [35]

W18x35 [35]

W8x10

W1 6x

[9

W8x10

W10x17 [10]

W10x17 [10]

W1 6x

[1

4]

W2 4x

[3

4]

W16x26 [12]

W18x35 [35] W10x17 [10]

W10x17 [10] LF-11W16x26 [12]

W10x17

W1 6x

[9

]GREEN

ROOF

OPEN

OPEN

OPEN

P

P

P

P

P

P

P

P

P

W14x22 [10]

W1 0x

W1 8x

[1

5]

LF

-5

W1 0x

[1

0]

W10x17 [10] LF-7

2.6

3.9

H

W8x10

LF

-9

AHU WT=5k

P P

W1 6x

[2

0] W1

0x

[1 3]

W1 4x

[1

3]

LF

-4

W16x31 [28] W21x50 [28] LF-1 W10x17 [8]

S305

S305

S305

S305

S305

S305

S305

S305

11.1 11.1

11.4 11.4

4' - 8 1/2"

5' -

3/4

5' -

5/8

' - 6

8' -

' - 4

' - 7 1/

2"

' - 5

' - 9

1/ 2"

' - 1

2' -

7 9

/16

' - 0

' - 1 1 7

/16

' - 0

3/ 8"

' - 1

0 3 /8"

7' -

7/8

' - 1

0 3 /8"

W16x31 [20] W16x26 30k RXN

W16x26 24k RXN

W2 1x

[2

2]

W16x31 [10] W10x17 [7]

W1 8x

[1

5]

LF

-3

D.8

8' - 2"

9' - 0"

8' - 2"

P

ERU WT=650 LBS

30' - 7" 15' - 11" 9' - 5 5/8"

2" 2"

W8x15 (-6")

W8 x18 (-6

W8 x18 (-6

W8x15 (-6")

W8x15 (-6")

W8x15 (-6")

W8x15 (-6")

W8x15 (-6")

W8x15 (-6")

23k 23k k k

10k 10k k k

10k 10k k k

10k 10k

10k 10k

10k 10k

11k 11k37k 27k

35k 25k k k

16k

15k 15k k k k k

13k 13k

13k 13k

15k 15k

15k 15k

18k 18k

18k 18k

10k 10k

10k 10k

30k 30k

38k 47k

30k 30k

30k 30k

36k 36k k k k k k

19k 19k

16k 16k

10k k k

17k 18k

13k 13k

12k 12k

10k 10k

10k 10k

10k 10k

17k 17k

17k 17k k k

17k 17k

17k 17k

19k

16k k k k k k k k k

19k 17k 17k k k k k k k k k k k k

38k 47k

38k 47k

36k 36k

38k 47k

36k 36k

38k 47k

38k 47k

16k 16k

16k 16k

16k 16k

16k 16k

16k 16k

16k 16k

19k 31k k k k k

9k

11k 11k

10k 10k

10k 10k

10k 10k

10k 10k

7k 7k k k

7k 7k

8k 8k

4" HOUSEKEEPING PAD,

SEE DETAIL ON S302

SIM

S313

SIM

SIM

NOTES:

1. TOP OF FINISHED FLOOR ELEVATION EQUALS 39'-1¼".

2. GREEN ROOF AND ATTIC CONSTRUCTION IS 3¼" LIGHT WEIGHT CONCRTE SLAB

REINFORCED WITH 6x6-W2.9xW2.9 WWR OVER 2" DEEP, 20 GAGE GALVANIZED

COMPOSITE STEEL DECK. (5¼" TOTAL THICKNESS)

3. ROOF CONSTRUCTION NOTED THUS: SHALL BE 3" DEEP, 20 GAGE,

WIDE RIB (TYPE N) GALVANIZED STEEL ROOF DECK.

4. TOP OF STEEL ELEVATION EQUALS (-5¼") UNLESS NOTED THUS: (-X") FROM

FINISHED FLOOR ELEVATION.

5. SHOWN THUS ON PLAN :

A. "[00]" INDICATES NIMBER OF ¾"Ø x 4" LONG HEADED SHEAR STUD CONNECTORS.

B. "P" INDICATES A HSS5x5x¼ POST ABOVE.

C. " " INDICATES DIRECTION OF STEEL DECK SPAN.

D. "LF" INDICATES LATERAL FRAME.

E. " " INDICATES FULLY DEVELOPED MOMENT CONNECTION AT THAT END OF

MEMBER.

6. REFER TO MECHANICAL DRAWINGS FOR SIZE AND LOCATIONS OF FLOOR OPENINGS.

SEE TYPICAL FLOOROPENING DETAILS FOR ADDITIONAL FRAMING AND / OR SLAB

REINFORCING AT OPENINGS.

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

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

HOUSE F ATTIC / GREEN ROOF

FRAMING PLAN

SF103

1/8" = 1'-0"

ATTIC / GREEN ROOF FRAMING PLAN - BLDG F

C

KM

I

G

B E

H

KEY PLAN

A D

F

J L

N