275 - SF110.pdf

A

A

D

D

12 12

4 4

G

3 3

7 7

8 8

9 9

11 11

C

C

FB E

2' - 0"

1' - 4"

' - 6

' - 0

8' -

' - 0

2' - 4"

' - 7

1/ 2"

' - 5

' - 9 1/

2"

' - 1 1"

' - 7

C.5

0.8

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

2' - 6" 10"

11' - 4" 17' - 2"

CFMF ROOF

TRUSSES @

2'-0"OC

2.6

3.9

H

S305

S305

S305

S305

S305

S305

S305

S305

4' - 8 1/2"

5' -

3/4

5' -

5/8

' - 6

8' -

' - 4

' - 7 1/

2"

' - 5

' - 9

1/ 2"

' - 1

1"

' - 7

' - 0

3/ 8"

' - 1

0 3 /8"

7' - 2"

' - 1

0 3 /8"

P P

P

CF

MF

R

OO

F

TR

US

SE

S

P

CANT

CANT

P

P

P

W8 x2

W1 0x

K4

W1 4x

K4 W10x12 W10x12

W10x12

W10x12

W10x12 W10x12

W12x

V

W10x12

W16x26 V

W1 4x2

2 S

LO

PE

D

W10x22 BENT BEAM

W1 0x

W1

0x

W1 4x

K4

K4

W1 4x

W8 x2

W1 0x

19 W8x13

W8x21

W8x21

W8x21

W14x22 HIP

W8x21

W8x21

W8x21 W8x21

W8x21W8x21

W8x21 W8x21

W8x21 W8x21

W14x22 V

W8x10 BENT BEAMW8x10 (+8 3/16") W8x10

R

W16x

HIP

W8 x1

W8 x1 0W8 x1

W8 x1

W8x13

W10x12 V

W8x21

K3

W8x21

W10x22

W16x26 HIPW8x21

W8x21

W8x10 W8 x2

W1 0x

W1 2x

K3

K3

K3

W1 2x

W8 x1

W8x10

W8x10

W8x10

W8x10 10K1

W10x19 BENT BEAM

10K1

10K1

10K1

W8x10 10K1

W10x22 BENT BEAM

W8x10 10K1

10K1 W8x10

10K1W8x10

W8x10 10K1

10K1 W8x10

10K1

10K1

W10x19 BENT BEAM

W8x10 10K1

10K1 W8x10

W10x19 BENT BEAM

W10x19 BENT BEAM

CF

MF

R

OO

F

TR

US

SE

S

CF

MF

R

OO

F

TR

US

SE

S

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

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

W1 6x3

6 L F-4

(+8 3/1

6")

W16x31 (+2 3/4")

W12x22 (+1' - 0")

W8x18 (-1/2")

W8x18 (-1/2")

W8 x18

(-1 /2"

W1 6x5

7 R (+1

1' - 1"

W1 6x3

(+8

3/1 6")

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

W1 6x2

6 L F-3

(+2 3/4

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

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

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

W16x31 (+2 3/4")

W1 2x1

9 R (+9

' - 1 1 7

/32

W10x17 (+2 3/4")

W1 0x1

(+7

' - 4 5/8

W1

0x1 2 R

(+9 ' - 1

1 7 /32

W1

2x1 6 R

(+9 ' - 1

1 7 /32

W1 2x1

(+7

' - 4 5/8

W1 2x1

(+1

0 1 /8"

W8 x10

(+7 ' - 4

5/8

W1 0x1

(+7

' - 4 5/8

W1 2x1

(+1

0 1 /8"

W8 x13

R (+9

' - 1 1 7

/32

W1 4x2

2( +7'

- 4 5/8

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

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

W8 x10

(+7 ' - 4

5/8

W8 x10

R (+9

' - 1 1 7

/32

W1 4x2

(+1

0 1 /8"

W1 2x1

6 R (+9

' - 1 1 7

/32

W1 2x1

9(+ 7' -

4 5 /8"

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

W8 x10

(+7 ' - 4

5/8

W1 2x1

9 L F-9

(+7 ' - 4

5/8

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

W1 2x1

6 L F-6

(+1 0 1

/8"

W1 2x1

(+1

0 1 /8"

W8 x15

R (+9

' - 1 1 7

/32

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

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

P

W8x21

W8x10 R

CANT

30' - 7" 15' - 11"

2"

LF-7

LF-8

LF-10

LF-11

W8x10

W8x10

W10x22 BENT BEAM

W12x19 R (+5' - 8")

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 1/2")

W8x10 R (+12' - 1 1/2")

W8x10 R (+12' - 1 1/2")

W8x10 R (+12' - 1 1/2")

W8x10 R (+12' - 1 1/2")

W8x10 R (+12' - 1 1/2")

W8x10 R (+12' - 1 1/2")

W8x10 R

(+12' - 1 1/2")

W8x10 R

(+12' - 1 1/2")

P 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 k

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 k

75k 75k

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

97k 97k

78k92k92k 78k

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

134k 134k

4k

4k

4k

4k k k

89k 89k 89k 89k

30k

30k 30k

30k

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 23 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 BEAM REACTIONS DUE TO

BLAST LOADING (THESE SLOPES):

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

W1 6x

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 BEAM17

k k k k k k

SIM

S313

SIM

S313

W8x10 (+2 3/4")

SIM

SIM

NOTES:

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

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

GALVANIZED STEEL ROOF DECK.

3. INDICATES OVERFRAME AREAS WITH COLD FORMED METAL FRAMING

TRUSSES OVER STEEL ROOF DECK.

4. SHOWN THUS ON PLAN:

A. "B" INDICATES COLUMN BELOW ONLY.

B. "R" INDICATES A RIDGE BEAM.

C. "V" INDICATES A VALLEY BEAM.

D. "H" INDICATES A W6x9 HANGER.

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

402.298.8260 - FAX 402.298.8290

PLATTSMOUTH, NEBRASKA 68048

12917 - 30TH AVENUE

COST ESTIMATING

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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 MAIN ROOF FRAMING

PLAN

SF110

1/8" = 1'-0"

MAIN ROOF FRAMING PLAN - BLDG F

C

KM

I

G

B E

H

KEY PLAN

A D

F

J L

N