1363603Amend0006dwg_VOL 3 STRUCTURAL_1of2.pdf

W-SHAPE COLUMN WEB

'K' SERIES ROOF JOIST TO

W-SHAPE COLUMN FLANGE

'K' SERIES ROOF JOIST TO

'LH' SERIES JOIST TO BEAM ANGLE TO JOIST

TYPICAL HSS OR

TYPICAL DIAPHRAGM

ON CMU WALL

'K' SERIES JOIST BEARING

(ONE SIDE)

3/16 2-12

3/16 2

8"

4"

3"

NOTE: THIS DETAIL IS FOR ALL LOADS WHICH EXCEED 50 POUNDSA3

TYPICAL DETAIL AT CONCENTRATED LOADS ON JOISTS

NOT TO SCALE

HANGING

JOIST BOTTOM CHORD

BETWEEN PANEL POINTS REINFORCE JOIST WITH DOUBLE ANGLES AS INDICATED.

POSITION HANGER RODS ON JOIST CENTERLINE BETWEEN BOTTOM CHORD ANGLES.

HANGER RODS - SEE THE ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS.

WHERE CONCENTRATED LOADS ARE APPLIED TO TOP CHORDS OR HUNG FROM BOTTOM CHORDS

AT "K" SERIES PROVIDE DBL. L1x1x1/8; AT "LH" AND "DLH" SERIES PROVIDE DBL. L2 1/2x2 1/2x1/4.

"C" CLAMP CONNECTIONS ARE NOT ALLOWED.

BETWEEN PANEL POINTS

TYPICAL DETAIL AT CONCENTRATED LOADS ON JOISTS NOTES:

MAX.

(NOTE B)

LOAD

AT PANEL POINTS

MAX.

NOTE 'B'

1/8ADDED ANGLES LOAD

PL3/16x2 SQ.

WASHER

(SEE NOTE 'C')

NOTE

4"

'C'

APPLIED

CHORDTYP.

4"

NOTE

'C'

NOTE 'A'

PL3/16x2 SQ.

PANEL POINT

WASHER

JOIST TOPEA. END

C1

TYPICAL JOIST BEARING DETAILS

NOT TO SCALE

A.

B.

C.

A1 NOT TO SCALE

PANEL POINT WHERE

FLANGE BRACE DETAIL

TYPICAL BEAM BOTTOM

SLOPE 45° MAX. FROM HORIZONTAL

SHOWN ON PLAN THUS:

L2x2x3/16 BRACE TO

JOIST TOP CHORD

CL BEAM SEE 'TYPICAL JOIST

TO BEAM CONNECTION

DETAIL' FOR MINIMUM

BEARING AND WELD

DO NOT CONNECT

2 - 1/2"∅

ERECTION BOLTS

5 1/2" FOR JOIST

WIDTH SHALL BE

MINIMUM CAP PL

(SIZE TO SUIT COL.) -

COLUMN CAP PL3/4

CHORD ANGLES -

(LENGTH AS INDICATED)

BETWEEN JOIST BOTTOM

STABILIZER PL1/2x6x

BEARING

1" MAX.

EA. JOIST (ga = 3 1/4")

1/8 2

TYP.

CL COLUMN

JOIST TO PLATE

COLUMN (NEAR SIDE

FLANGE PARTIALLY

SHOWN FOR CLARITY)

6"

13/16"∅ HOLE (TYP.)

3" MIN.

DO NOT CONNECT

2 - 1/2"∅

ERECTION BOLTS

5 1/2" FOR JOIST

WIDTH SHALL BE

MINIMUM CAP PL

(SIZE TO SUIT COL.) -

COLUMN CAP PL3/4

CHORD ANGLES -

BETWEEN JOIST BOTTOM

STABILIZER PL1/2x6x6

BEARING

COLUMN

EA. JOIST (ga = 3 1/4")

1/8 2

TYP.

CL COLUMN

JOIST TO PLATE

13/16"∅ HOLE (TYP.)

3" MIN.

1" MAX.

SPECIAL JOIST END PER S.J.I. REQUIREMENTS

JOISTS END TO END OVER BEAM CL AND PROVIDE

REQUIRED BEARING WHEREVER POSSIBLE. BUTT

NOTE: OFFSET JOISTS TO PROVIDE MINIMUM

2 1/2" MINIMUM

BEARING

CL BEAM

BEAM

JOIST

WHERE JOISTS MUST BE ALIGNED.

1/8 2

WHERE REQUIRED (SEE

ON SHEET S-002)

1/2"∅ ERECTION BOLTS

STEEL JOIST NOTES

Pc L4x4x1/4 x 0'-5"

JOIST

TOE OF JOIST

1" MAX.

ANGLE OR HSS 1/8 2

3/16 2

C4

CONNECTION DETAIL

NOT TO SCALE

PL1/4x8x3 (LLH)

C5

COLLECTOR DETAIL

NOT TO SCALE

5/8 6

BETWEEN JOIST,

TYPICAL ALL JOIST

BEAM - SEE PLAN

CONT. BENT

L3x3x1/4 (LLH)

CONT.

DWGS. FOR WIDTH

CMU - SEE THE ARCH.

OTHERWISE NOTED)

(TYPICAL UNLESS

WITH 2-#4 B.

BOND BEAM REINF.

CONT. 8" CMU

ELEVATION (J.B.E.) -

JOIST BEARING

BEARING PLATE

JOIST FULL WIDTH OF

SEE PLAN

OTHER DETAILS.

PLANS, SECTIONS AND

COORDINATE WITH

(IF ANY) NOT SHOWN -

REINFORCING, ETC.

SLABS, DECK, WALL

NOTE:

EDGE OF BOND BEAM

EDGE OF BRG. PLATE

1/8

1/2"

CL HEADED STUDS

3"

NOTE 'B'

NOTE 'A'

OTHER DETAILS

AT CMU BEARING

CMU - SEE PLAN AND

JOIST BEARING PLATE -

SEE OTHER DETAILS

FOR DETAILS NOT

NOTED SEE 'AT STEEL

BEAM' CONDITION

BEAR BENT PLATE ON

JOIST BEARING PLATE

3" EACH END

CONT. BENT PLATE

AT STEEL BEAM

HEADED STUDS; BEAR

WITH 2- 1/2"Ø x 4" LONG BEARING PL1/4x8x4

ENGINEERS + SURVEYORS

1'-0" = 1'-0" GRAPHIC SCALE

0 3"2"1" 4"½"

N

PLAN

NORTH

1 2 3 4 5

3 4 5

D

C

B

A

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y

P -4

A

IR

C

R A

F T

M A

IN

T

E N

A N

C E

H A

N G

A R

V

O

LU

M E

O S

F O

P T

IO

N

D C

C O

R E

B E

A U

FO

R

T, S

C

N O

R F

O

LK

, V A

N A

V A

L F

A C

IL

IT

IE

S

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IN

E E

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IN

G S

Y S

T E

M S

C O

M M

A N

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LA

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A U

FO

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FP ENGINEER

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

SEAL

S Y

M D

E S

C R

IP

T

IO

N

D A

T E

A P

P R

1363603

DRAWFORM REVISION: 25 AUGUST 2020

NOTE:

IF THIS DRAWING IS LESS THAN 34" X 22"

IT IS A REDUCED SIZE DRAWING

D

C

B

A

1 2

KTB / RLH

Approved by J. Scott Roberts, Asset Management Branch Head &

Supervisory Facility Planner, PWD

Beaufort, SC via email.

EJA

DSN

NEK

12/15/2022

A ut od es k D oc s:

//2

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H an ga r/

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2/ 5/

2:

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P

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3/4" = 1'-0"

T Y

P

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A L

F R

A M

IN

G

D E

T A

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S

OSF503

EHI SEC DWS

12860129

SPEIGHT MARSHALL FRANCIS. .

STRUCTURAL ENGINEERS

SM&F Job No:WWW.SMANDF.CO

1228 PERIMETER PARKWAY, SUITE 201

P: 757.427.1020

VIRGINIA BEACH, VIRGINIA 23454

7814 CAROUSEL LANE SUITE 200

P: 804.464.4111

RICHMOND, VIRGINIA 23294

20.009-B

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2026-02-05T14:57:48-0500