S-505_-_STRUCTURAL_TYPICAL_DETAILS_SIM_BLDG_Amendment_003.pdf

5"

SLAB

S E

E P

L A

N

3/8"

PLATE

3/16

3/16

3/16

3/16

3 SIDE TYP

BEAM

5"

10"

3/8" PLATE

STRINGER

3/16

3/16

CJP

DECK SEE PLAN

FOR ORIENTATION

NOTES

1. SEE PLAN FOR COLUMN AND BRACED FRAME ORIENTATION.

2. REFERENCE C4/S-505 FOR COLUMN ANCHOR ROD DETAIL.

3. PLATE WASHERS SHALL BE 3/16" FILLET WELDED ALL AROUND TO BASE PLATE AT BRACED FRAME LOCATIONS.

4. REFERENCE B1/S-502 FOR COLUMN AT FOUNDATION DETAIL.

5. SEE COLUMN SCHEDULE AND C5/S-505 FOR LOCATIONS WHERE SHEAR LUGS ARE REQUIRED. SHEAR LUG LENGTH DIMENSION

SHALL BE EQUAL TO BASE PL DIMENSION MINUS 1".

TYPE 1A

T

W

COL LONG AXIS

L PARALLEL TO

2 1/2 x BOLT DIA TYP 4" (TYP)

D

IA

(T Y

P

1/ x

B O

LT

TYPE 2

W

2 1/2 x BOLT DIA. TYP

T

L

E Q

E Q

E Q

TYPE 4

L

W

DIA. TYP

2 1/2 x BOLT

T

Y

X 5"

1/ x

B O

LT

D

IA

. T

Y P

T

TYPE 9

L

W

EQ EQ

SHEAR LUG (FS)

WHERE OCCURS

TYP

3 SIDES (TYP)

WEB REINFORCEMENT PL

(ONE SIDE OF WEB UNO)

BEAM

CL

H E

IG

H

T

WIDTH

CL

MEMBER

DEPTH

NOTE: CONNECTION DESIGN SHALL BE COMPLETED BY CONTRACTOR.

CONTRACTOR SHALL ANALYZE AND DESIGN WEB REINFORCEMENT FOR

COLUMNS AND BEAMS AS REQUIRED BY CONNECTION DESIGN.

WF BEAM

WEB (REF)

WEB REINFORCEMENT PL

(ONE SIDE OF WEB UNO)

1/2" STIFF PL (NOTCH

STIFF PL AT WEB

REINF AS REQD)

CL

MEMBER

WEB

TYP

3 SIDES (TYP)

WEB REINFORCEMENT PL

(ONE SIDE OF WEB UNO)

HEIGHT

W

ID

TH

EQ EQ

COLUMN

3"

1/ 2"

1 1/2"

T Y

P

3/8" MIN SHEAR TAB PLATE

BEAM

T Y

P

BRACE

ERECTION

BOLT

3/8" MIN GUSSET PL.

W.P.

4 SIDES

OF BRACE

NOTE:

1. CONNECTION ABOVE IS SIMILAR FOR CONDITIONS WHERE BEAM IS

CONTINUOUS OVER COLUMN. SEE D2/S-504 FOR ADDITIONAL INFO.

3. FOR TOP OF COLUMN CONDITIONS AT ROOF, SEE ROOF FRAMING

SECTIONS FOR ADDITIONAL INFO.

COLUMN

3" MAX FROM

BEAM OR

COLUMN TYP

1/

2"

1/

2"

BRACE

3/8" MIN

GUSSET PL.

W.P.

4 SIDES

OF BRACE

3/8" MIN SHEAR TAB PLATE

BEAMT

Y

P

ERECTION

BOLT

3"

T Y

P

COLUMN

3" MAX FROM

BEAM OR

COLUMN TYP

1 1/2"

3/8" MIN STIFFENER

EACH SIDE (MAY

BE FIELD WELDED)

BEAM

3/8" MIN GUSSET PL.

ERECTION

BOLT B

R A

C E

B R

A C

E

4 SIDES

OF BRACE

C

C

TYP.

2" M

A X

W.P.

TYP.

3/8" MIN STIFFENER EACH SIDE

(OR FULL DEPTH SHEAR

PLATE AT BEAM CONNECTIONS)

1 1/2"

4 SIDES

OF BRACE

BRACE

TOP OF

CONCRETE

3/8" MIN GUSSET PL.

ERECTION

BOLT

COLUMN TYP.

W.P.

1/

2" G

R O

U T

3" MAX

TYPICAL

BRACED FRAME CONNECTION NOTES:

A. DESIGN BRACED FRAME CONNECTIONS FOR LOADS INDICATED ON BRACED FRAME ELEVATIONS. SUBMIT SIGNED

AND SEALED CALCULATIONS BY LICENSED PROFESSIONAL ENGINEER WITH SHOP DRAWINGS SUBMITTAL.

B. WELD LENGTHS SHALL BE FULL LENGTH OF GUSSET PLATE.

C. FOR COLUMN, ANCHOR BOLT, AND BASE PLATE SIZE, SEE COLUMN/BASE PLATE SCHEDULE.

D. SLOT TUBE BRACING FOR GUSSET PLATE CONNECTION. IF THE GUSSET PLATE IS SLOTTED INTO THE TUBE

GREATER THAN WELD LENGTH, THEN THE WELD LENGTH SHALL BE INCREASED TO MATCH THE FULL LENGTH OF

THE TUBE SLOT ON THE GUSSET PLATE.

E. IF THE GUSSET PLATE LENGTH (PARALLEL TO WELDS) EXCEEDS THE WELD LENGTH NOTED, THE WELD LENGTH

SHALL BE INCREASED TO MATCH THE GUSSET PLATE LENGTH.

F. FOR TOP OF COLUMN CONDITION, SEE FRAMING SECTIONS AND TYPICAL DETAILS FOR ADDITIONAL INFO.

G. REFER TO DETAIL A3/S-505 FOR BEAM WEB REINFORCEMENT PLATE AS REQUIRED PER CONTRACTOR'S DESIGN.

BRACEBRACE

BRACE

TYP 4 SIDES

OF BRACE

3/8" MINIMUM

PLATE

1 1/2" MIN TYP 3"

M

AX T

YP

NOTE:

1. CONNECTION ABOVE IS SIMILAR FOR CONDITIONS WHERE BEAM IS

CONTINUOUS OVER COLUMN. SEE D2/S-504 FOR ADDITIONAL INFO.

3. FOR TOP OF COLUMN CONDITIONS AT ROOF, SEE ROOF FRAMING

SECTIONS FOR ADDITIONAL INFO.

2" 6"

2"

NOTE:

1. WELD FLANGES FIRST THEN REMOVE CHANNELS AND WELD WEBS.

PLUG WELD BOLT HOLES & GRIND SMOOTH.

FULL PEN.

(2)-C6x10.5 @ W8 COLUMN (2)-C7x12.25 @ W10 COLUMN (2)-C9x15 @ W12 OR GREATER

W/ 3/4"Ø BOLTS W/ STD HOLES

WIDE FLANGE COLUMN

3" @ W8 & W10, 4" @ W12 OR GREATER

SPLICE LOCATION

PLATE WASHER

HEX NUT, TACK

WELD TO ROD

LE

N

G

TH

E M

B E

D 1" M

IN

HEX NUT

COL BASE

PLATE

TOP OF

CONC

ROD WITH THREADED

ENDS

S Q

U A

R E

S A

W C

U T

O R

M

IL

L

C U

T

NOTE:

1. SEE COLUMN SCHEDULE FOR ANCHOR BOLT SIZE,

EMBEDMENT, LENGTH, BASE PLATE SIZE AND GROUT

THICKNESS.

2. WASHER HOLE DIAMETER SHALL BE THE ROD

DIAMETER PLUS 1/16".

3. PLATE WASHER SHALL BE 3/16" FILLET WELDED ALL

AROUND TO BASE PLATE AT BRACED FRAME LOCATIONS.

4. SQUARE WASHERS MAY BE USED WITH A WIDTH EQUAL

TO THE DIAMETER SIZE NOTED IN THE SCHEDULE.

ROD

DIA

PL HOLE

DIA

WASHER

DIA

WASHER

THK

3/4" 1 5/16" 2" 1/4"

7/8" 1 9/16" 2 1/2" 5/16"

1" 1 13/16" 3" 3/8"

1 1/4" 2 1/16" 3" 1/2"

1 3/8" 2 3/16" 3 1/2" 1/2"

1 1/2" 2 5/16" 3 1/2" 1/2"

2" GROUT UNO

X

MIN EDGE

DISTANCE

"X"

1 1/4"

1 7/16"

1 5/8"

2"

2 1/8"

2 1/4"

C

LR2"

T/FTG OR PILASTER

t

NOTE 1

w b

BASE PL AND ANCHOR

BOLTS - SEE COL SCHED,

A1/S-505 AND C4/S-505

C

LR

1/

2"

NOTE 2 (TYP)

LAP SPLICE

NOTES:

1. PROVIDE ADDITIONAL REINFORCING MATCHING TOP BARS INTERRUPTED BY

SHEAR LUG RECESS.

2. SEE PLAN FOR LOCATIONS WHERE SUPPLEMENTAL TENSION REINFORCING IS

REQUIRED. EXTEND CONTINUOUS SUPPLEMENTAL TENSION REINFORCING TO

TERMINATE IN STANDARD HOOK EACH END AT FOOTING BOTTOM REINFORCING.

TYPE b t w

A

B

4"

5"

1 1/2"

2"

5/16"

3/8"

SHEAR LUG TYPES

TYPE 1T

W

COL LONG AXIS

L PARALLEL TO

2 1/2 x BOLT DIA. TYP

WIDE FLANGE OR

HSS COLUMN / POST

IAINNFCOQUEIAEENTSCI

G E

O G

R A

PH

I AE PENE T

R A

M U

S

A I

R

N A T I O N A L

G

U A

R D

C I

V

I L

E N G I N E E

R

I N

G

FJRP

159062

145TH AIRLIFT WING

NORTH CAROLINA AIR NATIONAL GUARD

CHARLOTTE-DOUGLAS IAP, NORTH CAROLINA

SCALE

DESIGNED BY

REVIEWED BY

DATE

AE PROJ. NO.

DRAWN BY

SHEET

PROJECT NO.

NCANG CIVIL ENGINEERING

REVISIONS

INITIALDESCRIPTIONDATEREV

CHARLOTTE-DOUGLAS IAP CHARLOTTE, NORTH CAROLINA

F6W71900

C-17 FLIGHT SIMULATOR TRAINING FACILITY

54321

D C

B A

08/17/2018As indicated

/4

/2

:1

:1

P

M B

IM

/U

S

N o rt h C a ro lin a

A ir N a ti o n a l G u a rd

/N C

A N

G

C

F lig h t S im u la to r

S T

R U

C

V

.r v t

S-505

HORSTMANN

HILLIARD

BRAXMEIER

STRUCTURAL

TYPICAL DETAILS

NTSD5

STAIR STRINGER CONNECTION TO FLOOR

NTSA1

COLUMN BASE PLATE DETAILS

3/4" = 1'-0"A3

BEAM OR COLUMN WEB REINFORCEMENT PLATE DETAIL

1/8" = 1'-0"C1

BRACED FRAME CONNECTIONS

12" = 1'-0"D4

WELDED COLUMN SPLICE

NTSC4

COLUMN ANCHOR RODS

NTSC5

SHEAR LUG DETAIL

1 05/06/2019 AMENDMENT 003 TLB