trash rack details

1
GF 10 A B B A 16- DEC- 2011 DGN Fil e:L:\St andar d_ Dr awi ngs \I mper i al\2012Appr oved\Gr at es Fr ames and Tr as h Racks ( GF) \GF10. dgn ST ANDARD DRAW I NG T I TLE UT AH DEPART M ENT OF T RANSPORT AT I O N SALT L AKE CI T Y, UT AH ST ANDARD DRAW I NGS F OR ROAD AND BRI DGE CONST RUCT I ON RECOMMENDED F OR APPROVAL APPROVED DEPUT Y DI RECT OR DATE REVI SI ONS DATE NO. APPRREMARKS CHAI RMAN ST ANDARDS COMMI TTEE STD. DWG. NO. DATE J AN. 01 , 2012 J AN. 01 , 2012 SEE STD DWG GF 11 & GF 12 FOR LINES 1 THRU 48 STEEL GRATING SEE STD DWG GF 12 FOR LINES 48 THRU 90 STEEL GRATING DETAIL A L2 BAR ANGLE L4 ANGLE L3 L2 BAR ANGLE L3 L1 BAR W3 BAR W1 BAR L1 BAR SIZES SEE STD DWG GF 11. FOR PIPE AND BOX CULVERT INSIDE FACE OF PIPE (CROWN) L1 BAR TYP TYP TYP L1 BAR TYP SEE "DETAIL A" L1 1/2 x 3/4 x 1/4 L3 ANCHOR BOLTS 5/8" DIA x 10" BAR 3" x 1/2" x 2 1/2" TYP 1/4 1 " 4" HANGERS EQ SPACED 4" A VARI ES W2 BARS 6" 3" W2 BARS A A VARES 4" HANGERS EQ SPACED 4" 3" 6" 6" TYP SPACING 6" TYP SPACING 4" 6 1 / 4 " 2 3 / 8 " 4 7 / 8 " 5 / 8 " 1 1 / 4 " 7/8" 3 / 4 " 1 1 / 4 " 1/2" 1 1/4" 2 3 / 8 " 7 1 / 4 " BARS W11 TO W3 23 BARS W11 TO W3 23 LENGT H 42 1 3 / 4 " 1/4 1/4 1/4 1/4 3/16 1/4 IN ACCORDANCE WITH AASHTO DESIGNATION M 111(ASTM A 123) HOT-DIP GALVANIZE ALL STRUCTURAL STEEL AFTER FABRICATION 2. A 709, GRADE 36). CONFORMING TO AASHTO DESIGNATION M 270 GRADE 36 (ASTM USE STRUCTURAL CARBON STEEL FOR ALL STRUCTURAL STEEL 1. L1 BAR TYP 6 1 / 4 " 2 3 / 8 " 4 7 / 8 " LENGT H 42 1 3 / 4 " 1/4 3/16 1/4 GF 12. SIZES SEE STD DWG GF 11 AND FOR PIPE AND BOX CULVERT INSIDE FACE OF PIPE (CROWN) L1 1/2 x 1 1/4 x 1/4 L3 L1 1/2 x 1 1/4 x 1/4 L4 W2 TO W11 BAR SPACING @ 6" OC SEE "DETAIL A" NOTES DESIGN DATA L2 BAR W1 TO W11 BAR 4" x 3/8" x 7 1/4" BAR 1" DIA x 8 1/4" SEE "HANGER ROD" DETAIL L2 BAR W1 TO W11 BAR 4" x 3/8" x 7 1/4" W2 TO W11 BAR SPACING @ 6" OC (WEIGHT FOR BOLT & NUT 0.97 LBS) TWO ANCHOR BOLTS PER HANGER ANCHOR BOLT HANGER ASSEMBLY" DETAIL SEE STD DWG GF 11 FOR "ALTERNATE HANGER ASSEMBLY (WEIGHT OF HANGER RODS 1.84 LBS. EACH) SEE STD DWG GF 11 FOR "ALTERNATE HANGER ROD" DETAIL HANGER ROD 1" R, TYP USE CROWN OF CULVERT TO POSITION HANGERS ON HEADWALL WHEN INSTALLING TRASH RACK ON CULVERT HEADWALL, SECTION B-B USE CROWN OF CULVERT TO POSITION HANGERS ON HEADWALL WHEN INSTALLING TRASH RACK ON CULVERT HEADWALL, SECTION A-A SEE "ANCHOR BOLT" DETAIL SEE "HANGER ASSEMBLY" DETAIL BAR 3" x 1/2" x 2 1/2" SEE "ANCHOR BOLT" DETAIL SEE "HANGER ROD" DETAIL SEE "HANGER ROD" DETAIL SEE "HANGER ASSEMBLY" DETAIL BAR 3" x 1/2" x 2 1/2" Fy = 36,000 psi STRUCTURAL STEEL: ANG LE 90 DEG REE CRO SS I NG S T ANDARD T RAS H RACKS

Upload: wing-mac

Post on 20-Jan-2016

31 views

Category:

Documents


0 download

DESCRIPTION

Trash Rack Details

TRANSCRIPT

Page 1: Trash Rack Details

GF 10

A

B

BA

16-

DE

C-2011

DG

N

File:

L:\

Standard_

Dra

wings\I

mperial\2012

Approved\

Grates Fra

mes and

Trash

Racks (G

F)\

GF10.d

gn

ST

AN

DA

RD D

RA

WIN

G TIT

LE

UT

AH D

EP

AR

TM

EN

T O

F T

RA

NS

PO

RT

ATIO

N

SA

LT L

AK

E CIT

Y,

UT

AH

ST

AN

DA

RD D

RA

WIN

GS F

OR R

OA

D A

ND B

RID

GE C

ON

ST

RU

CTIO

N

RE

CO

MM

EN

DE

D F

OR A

PP

RO

VA

L

AP

PR

OV

ED

DE

PU

TY DIR

EC

TO

R

DA

TE

RE

VISIO

NS

DA

TE

NO.

AP

PR.

RE

MA

RK

S

CH

AIR

MA

N S

TA

ND

AR

DS C

OM

MIT

TE

E

STD. DWG. NO.

DA

TE

JA

N.0

1,2

012

JA

N.0

1,2

012

SEE STD DWG GF 11 & GF 12 FOR LINES 1 THRU 48

STEEL GRATINGSEE STD DWG GF 12 FOR LINES 48 THRU 90

STEEL GRATING

DETAIL AL2 BAR

ANGLE L4

ANGLE L3

L2 BAR

ANGLE L3

L1 BAR

W3 BAR W1 BAR

L1 BAR

SIZES SEE STD DWG GF 11.

FOR PIPE AND BOX CULVERT

INSIDE FACE OF PIPE (CROWN)

L1 BAR

TYP

TYP

TYP

L1 BAR TYP

SEE "DETAIL A"

L1 1/2 x 3/4 x 1/4

L3

ANCHOR BOLTS

5/8" DIA x 10"

BAR 3" x 1/2" x 2 1/2"

TYP

1/4

1"

4"HANGERS EQ SPACED4"

AV

ARIE

S

W2 BARS

6"

3" W2 BARS

AA

VA

RIE

S

4" HANGERS EQ SPACED 4"

3"

6"

6" TYP SPACING 6" TYP SPACING

4"

6 1/4"

2 3/8"

4 7/8"

5/8"

1 1/4"

7/8"

3/4"

1 1/4"

1/2"1 1/4"

2 3/8"

7 1/4"

BARS

W11 TO W3

23°

BARS

W11 TO W3

23°

LEN

GTH

42°

1 3/4"

1/4

1/4

1/4

1/4

3/16

1/4

IN ACCORDANCE WITH AASHTO DESIGNATION M 111(ASTM A 123)

HOT-DIP GALVANIZE ALL STRUCTURAL STEEL AFTER FABRICATION2.

A 709, GRADE 36).

CONFORMING TO AASHTO DESIGNATION M 270 GRADE 36 (ASTM

USE STRUCTURAL CARBON STEEL FOR ALL STRUCTURAL STEEL 1.

L1 BAR

TYP

6 1/4"

2 3/8"

4 7/8"

LEN

GTH

42°

1 3/4"

1/4

3/16

1/4

GF 12.

SIZES SEE STD DWG GF 11 AND

FOR PIPE AND BOX CULVERT

INSIDE FACE OF PIPE (CROWN)

L1 1/2 x 1 1/4 x 1/4

L3

L1 1/2 x 1 1/4 x 1/4

L4

W2 TO W11 BAR SPACING @ 6" OC

SEE "DETAIL A"

NOTES

DESIGN DATA

L2 BAR

W1 TO W11

BAR 4" x 3/8" x 7 1/4"

BAR 1" DIA x 8 1/4"

SEE "HANGER ROD" DETAIL

L2 BAR

W1 TO W11

BAR 4" x 3/8" x 7 1/4"

W2 TO W11 BAR SPACING @ 6" OC

(WEIGHT FOR BOLT & NUT 0.97 LBS)

TWO ANCHOR BOLTS PER HANGER

ANCHOR BOLT

HANGER ASSEMBLY" DETAIL

SEE STD DWG GF 11 FOR "ALTERNATE

HANGER ASSEMBLY

(WEIGHT OF HANGER RODS 1.84 LBS. EACH)

SEE STD DWG GF 11 FOR "ALTERNATE HANGER ROD" DETAIL

HANGER ROD

1" R, TYP

USE CROWN OF CULVERT TO POSITION HANGERS ON HEADWALL

WHEN INSTALLING TRASH RACK ON CULVERT HEADWALL,

SECTION B-B

USE CROWN OF CULVERT TO POSITION HANGERS ON HEADWALL

WHEN INSTALLING TRASH RACK ON CULVERT HEADWALL,

SECTION A-A

SEE "ANCHOR BOLT" DETAIL

SEE "HANGER ASSEMBLY" DETAIL

BAR 3" x 1/2" x 2 1/2"

SEE "ANCHOR BOLT" DETAIL

SEE "HANGER ROD" DETAIL SEE "HANGER ROD" DETAIL

SEE "HANGER ASSEMBLY" DETAIL

BAR 3" x 1/2" x 2 1/2"

Fy = 36,000 psiSTRUCTURAL STEEL:

A

NG

LE

90 D

EG

RE

E C

RO

SSIN

GS

TA

ND

AR

D T

RA

SH R

AC

KS