267 - SF102.pdf

A

A

D

D

L

L

P

P

12 12

4 4

G H

3 3

M

M

7 7

8 8

10 10

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"

2' - 0"

1' - 4"

' - 6

8' -

' - 0

2' -

4"

' - 7 1/

2"

' - 5

' - 9

1/ 2"

' - 1

2' -

' - 7

1' -

0"

C.5 K L.5

0.8

F.1 H.9

GREEN

ROOF

OPEN

OPEN

OPEN

P

P

P

P

P

P

P

P

GREEN

ROOF

OPEN

OPEN

OPEN

P

P

P

P

P

P

P

P

W8 x1

W8 x1

W21x50 [28] LF-1

W1 0x

W1 0x

W12x19 [10]

W12x19 [10]

W12x19 [10]

W14x22 [13]

W1 6x

[1

7]

W14x22 [13]

W10x17 [8] W16x31 [20]

W1 0x

[1

3]

W1 0x

[1

3]

W10x17 [8]

W14x22 [13]

W14x22 [13]W1 6x

[1

9]

W10x17 [8]

W10x17 [8]

W1 0x

[1

3]

W16x31 [20]W10x17 [8]

W10x17 [10]

W14x26 [12]

W14x22 [11]

W14x22 [11]

W14x22 [10]

W14x22 [10]

W16x31 [10] W21x44 [16] LF-10

W1 8x

[2

2]

W12x22 [11]

W12x22 [11]

W12x26 [10] LF-2

W1 6x

[1

5]

W12x19 [10]

W16x31 [28]

W18x35 [35]

W16x26 [12]

W18x35 [35]

W18x35 [35]

W18x35 [35]

W10x17 [10] LF-8

W10x17 [10]

W10x17 [10]

W10x17 [10]

W10x17 [10]

W1 8x

[2

0] W8x10

W1 6x

[9

W8x10 W1 8x

[1

5]

W1 0x

[1

0] W1

2x

[1 1]

W10x17 [10]

W10x17 [10]

W10x17 [10]

W10x17 [10]

W18x35 [35]

W16x26 [12]

W1 6x

[9

W8x10

W8x10

W10x17 [10] LF-7

W1 8x3

5 [

] L F-9

W1 8x

[1

5]

W18x35 [35]

W18x35 [35]

W2 4x

[3

4]

W1 0x

[1

0]

W16x26 [12]

W18x35 [35]

W2 4x

[3

4]

W16x26 [12] W10x17 [10] LF-11

W10x17 [10]

W10x17 [10]

W10x17 [10]

W2 1x

[2

2]

W8x10

W1 6x

[9

W8x10

W10x17 [10] LF-11

W10x17 [10]

W10x17 [10]

W10x17 [10]

W10x17 [10] LF-7

W10x17 [10]

W1 8x3

5 [

] L F-9

W18x35 [35]

W18x35 [35]

W16x26 [12]

W18x35 [35]

W2 4x

[3

4]

W1 6x

[9

W8x10W2 1x

[2

2]

W8x10

W10x17 [10]

W10x17 [10]

W10x17 [10]

W10x17 [10] LF-8

W1 0x

[1

0]

W18x35 [35]

W16x26 [12]

W18x35 [35]

W18x35 [35]

W8x10

W1 6x

[9

W8x10

W1 8x

[1

5]

W2 4x

[3

4]

W10x17 [10]

W10x17 [10]

W10x17 [10]

W10x17 [10]

W21x44 [16] LF-10

W18x35 [35]

W18x35 [35]

W16x26 [12]

W18x35 [35]

W12x22 [11]W14x22 [10]

W14x22 [11]

W1 8x

[1

5]

W1 8x

[2

0]

W8x10

W1 6x

[9

W8x10

W1 8x

[1

5]

W1 8x3

5 [

] L F-5

W12x22 [11]W14x22 [10]

W1 8x

[2

2]

W14x22 [11]

W14x26 [12]

W16x31 [20]W10x17 [8]

W1 0x

[1

3]

W10x17 [8]

W12x19 [10]W10x17 [8]

W1 0x

[1

3]

W1 0x

[1

3]

W12x19 [10]W10x17 [8] W16x31 [20]

W1 6x

[1

9]

W14x22 [13]

W14x22 [13] W1 6x

[1

7]

W12x19 [10]

W12x19 [10]

W10x17 [10]

W1 8x

[2

2]

W1 8x

[2

2] W1

4x2 2 [

] L

F-6

W1 4x2

2 [

] L F-6

W1 0x

[1

0] W1

2x

[1 1]

W1 4x2

6 [

] L F-4

W1 0x

[1

3] W1

6x

[2 0]

W1 6x

[2

0] W1

0x

[1 3]

W1 4x2

6 [

] L F-4

W1 8x

[1

5] W1

8x3 5 [

] L

F-5

W21x50 [28] LF-1

W12x26 [12] LF-2

W1 8x3

5 [

] L F-3

W1 8x3

5 [

] L F-3

P P PP

W10x17 W10x17

W8x18

W8x18 W8x18 W8x18

W8x18W8x18

W8x18

W8x18

W8x18

W8x18

W8x15

W8x15

W8x15

W8x15W8x15

W8x15

W8x15

W8x15

W8x18

W8x15

W8 x1

W8 x1

W8 x1

W8 x1

W8 x1

W8 x1

W8 x1

W8 x1

W8 x1

W8 x1

W8 x1

W8 x1

W8 x1

W8x15

W8x18

AHU WT=5k AHU WT=5k

W16x31 [28] W16x31 [28]

S304

S304

S304

S304

S304

S304

S304

S304

S304

Sim

S304

Sim

S304

Sim

S304

Sim

S304

Sim

S304

Sim

S304

Sim

S304

S304

Sim

W16x26 [12]

HSS12x4x1/4 ( -1' - 0" )

HSS12x4x1/4 ( -1' - 0" )

HSS12x4x1/4 ( -1' - 0" )

HSS12x4x1/4 ( -1' - 0" )

' - 6

' - 4

' - 6

' - 6

8' -

' - 4

' - 7 1/

2"

' - 5

' - 9

1/ 2"

' - 1

2' -

8 3

/8"

9' -

5/8

' - 2

3/ 4"

7' -

1/4

1' - 0"

P

P

P

W16x26 30k RXN

W16x26 24k RXN

2' - 0" 2' - 0"

11.1 11.1

11.4 11.4

11.6 11.6

D.8 D.9 F.8 G.5 H.2 K.1 K.2

P

P

P

W1 6x

[1

5]

5' -

5/8

5' -

3/4

9' -

1/8

1' -

1/4

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

7' -

7/8

' - 1

0 3 /8"

W1 6x

[1

4]

W1 6x

[1

4]

W12x19 30k RXN

W12x19 24k RXN

W14x22 [13]

W14x22 [13]

W10x17 [7] W10x17 [7] W16x31 [10]

W10x17 [8]

13 13

ERU WT=650 LBSERU WT=650 LBS

4" 30' - 7" 15' - 11" 9' - 5 5/8" 2' - 0 3/8"

12' - 0" 12' - 0" 12' - 0" 12' - 0" 2' - 0 3/8"

9' - 5 5/8" 15' - 11" 11' - 11 5/8" 18' - 7 3/8"

MATCHLINE

SEE SF104, SF105

& SF106

k

10k10k

23k23k

30k30k k k

47k 38k

35k35k

47k38k

30k 30k

47k 38k

47k 38k

30k30k k

10k10k k k k k k k k k k k k k k

10k10k 10k10k k k

10k 10k

10k 10k

10k10k

11k11k 37k27k

35k25k k k

16k

15k15k k k k k

13k13k

13k 13k

15k15k

15k15k

18k18k

18k18k

10k10k

10k10k

30k

30k

30k 30k

30k30k

36k 36k k k

16k

15k15k k k k k

10k10k25k35k12k12k

11k11k27k37k13k13k k k k k

9k10k

18k 18k

18k18k

19k 19k

16k16k

13k13k

13k13k k k

15k 15k

15k15k

18k17k k k

16k 19k

16k16k

10k9k k k

17k18k

13k13k

12k12k

10k10k

10k10k

10k10k

10k10k

10k10k

10k10k

10k10k

8k8k

10k10k

10k 10k

10k10k

17k 17k

17k17k

17k 17k

17k17k k k k k

17k17k

17k17k

17k17k

17k17k

19k19k

16k 22k k k k k k

19k 17k 17k k

16k16k

16k16k

16k16k

16k16k

16k16k

16k16k k k k k k k

36k36k

47k 38k

36k36k

47k 38k

19k17k17k k k k k k k k k

23k23k56 k

16k16k

16k16k

16k16k

16k16k

16k16k

16k16k k k k k k k k k k k k k k k

38k 47k

38k47k

36k36k

38k 47k

38k47k

36k36k

38k 47k

38k47k

19k 31k k k k k

11k11k

10k10k

10k10k

10k10k

7k k k 7k

7k

8k8k

10k10k

10k10k

10k10k

10k10k

7k 7k

7k 7k k k k k

19k31k

11k 11k k k

4" HOUSEKEEPING PAD,

SEE DETAIL ON S302

4" HOUSEKEEPING PAD,

SEE DETAIL ON S302

S312

S312

S313

S313

SIM

SIM SIM

SIM

NOTES:

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

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

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

COMPOSITE STEEL DECK. (5¼" TOTAL THICKNESS)

3. TOP OF STEEL ELVATION EQUALS (-5¼") UNLESS NOTED THUS: (-X") FROM FINISHED

FLOOR ELEVATION.

4. SHOWN THUS ON PLAN:

A. "[00]" INDICATES NUMBER 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.

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

SEE TYPICAL FLOOROPENING DETAILS FOR ADDITIONAL FRAMING AND / OR SLAB

REINFORCING AT OPENINGS.

6. REACTIONS 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

UPPER LEVEL HOUSE ATTIC /

GREEN ROOF FRAMING PLAN

SF102

1/8" = 1'-0"

ATTIC / GREEN ROOF FRAMING PLAN - BLDGS A, B, D & E

C

L

N I

GM

K H

KEY PLAN

A D

F B

E

J