Hop Clarifications Needed.pdf

E23 FR7 PL1/8"X2 1/16

16'-1

DET. 1 E32 HR8 HSS4X2X5/16

4

PO3 MC6X18

4

G2 HSS2X2X1/8

4'-4

E23

E32

DET. 2

E35

E32

E35

12'-6

4 PO4 MC6X18

3'-5

CURB SLOPE

DET. 9

DET. 9

E35

E35

PO18 HSS6X3X1/2

7

E32

DET. 9

DET. 3

HR18 HSS4X2X5/16 4

13'-1115/16

4

SPLICE

S

4

*

4'-9

(SIM)

E35

FR4 PL1/8"X2 1/16

6'-6

E35

S

C

G

D

(SIM)

F

HR49 HSS4X2X5/16

G

2

(SIM)

1'-6 1'-11/16

ACCESS HOLE (F/S)

HR97 PIPE1-1/2STD

8

2

HR8 HSS4X2X5/16

TYPICAL GATE DETAIL AT END OF PLATFORM VIEWING FROM PLATFORM

4'-4

GAP

GAP

HSS4X2X5/16

4'-4

MATCH LINE E20

B

(SIM)

13'-8

A

14'-4

13'-71/8

24'-6

E23

8

FRAME TO POST

HR3 PIPE1-1/2STD 1'-6 6'-7

7'-41/8

DET. 9

E35 2'-6

5'-0

5'-0

DET. 9

5%

2'-6

PO4 MC6X18

15'-0

*

FRAME TO POST

E24 FR54 PL1/8"X2 1/16

D DET. 9

E35

DET. 9

E35

ONE WAY SWING SERVISE GATE. 10'-0

G1 HSS2X2X1/8

HR11 HSS4X2X5/16

CURB SLOPE

FR8 PL1/8"X2 1/16

HSS1 HSS5X3X1/8

4'-4

10'-8

WR1 PIPE1-1/2STD

3/16

*

FRAME TO POST

3/16

R-R

3/16

F 4'-91/16

14'-8

E35

DET. 9

FR8 PL1/8"X2 1/16

(SPLICE) 2'-91/2

E35 2'-6

5'-0

5'-0

7

FR11 PL1/8"X2 1/16

DET. 3 E32

4

SPLICE

HR24 HSS4X2X5/16

C

4 4

4'-8

DET. 9 PO4 MC6X18

DET. 1 17'-6

E32

E35 (SPLICE) PO13 HSS6X3X1/2

4

PO14 HSS6X3X1/2 5'-0

E32 PO5 HSS6X3X1/2

(SPLICE)

E23

G

4 PO4 MC6X18

PO21 HSS6X3X1/2

DET. 2 E32

12'-6

5'-0

PO23 HSS6X3X1/2

(SIM)

A E23

HR17 HSS4X2X5/16

PO6 MC6X18

PO19 HSS6X3X1/2 12'-6

HR13 HSS4X2X5/16

3'-5 10'-9

E32

DET. 2

DET. 2

HR9 HSS4X2X5/16

FR12 PL1/8"X11

FR151 PL1/8"X2 1/16

B

(REF.NO:AR028)

S-S

E24

5%

F

4

DET. 7 E34

4'-1

4

SPLICE

NAN INC.

HART

DESCRIPTION:

PLATFORM LEVEL HANDRAIL PLAN

PROJECT NO:

15-028

E E23

12'-0

D

BUILDING NAME:

REVISIONS

E23

CONTRACTOR

SHOP

4 SPLICE

03/31/2016

HR19 HSS3X2X5/16

E PO8 MC6X18

ARCH./ENGINEER

ERECTOR NOTE:-

A

FOR APPROVAL

03/31/2016

CONSIDERING POSSIBILITY OF MINOR DIFFERENCE IN B.O.BASE PLATE LEVEL. PER AS BUILT ELEVATIONS AT PLATFORM & STAIR LANDING INTERSECTION, WE HAVE PROVIDED SITE WELD FOR THE SHEAR TAB ORIGINALLY SHOP WELDED TO POST TO AVOID ANY CONFLICT.BETWEEN ADJACENT FRAME POST TO ASSEMBLYCONNECTION

B

FOR RE-APPROVAL

C

FOR RE-APPROVAL

0

RECEIVED APPROVAL

SENT APPROVAL

CURB SLOPE

HR15 HSS4X2X5/16

PLATFORM LEVEL HANDRAIL& POST PLAN

G

4

2

HR7 HSS4X2X5/16 PO3 MC6X18

5'-6

FR2 PL1/8"X2 1/16

4'-7

715/16

4

C

(SPLICE)

*

FR7 PL1/8"X2 1/16

FR121 PL1/8"X2 1/16

HR5 HSS4X2X5/16

HR1 HSS4X2X5/16

HR49 HSS4X2X 5/16

*

37/16

4

K-K

HR14 HSS3X3X 5/16

1'-11/16

13'-6

HSS5X3X1/8

these locations will not be able to splice there is an elevation bust

HR16 HSS4X2X 5/16

21/2

21/2

E23

13'-8

13'-71/8

B

14'-4

HR8 HSS4X2X5/16

A

C.1

HSS3X2X5/16 J-J

E23

CENTERLINE

RAIL TO POST

HSS5X3X1/8

E24

HR6 HSS4X2X5/16

HR2 HSS4X2X5/16

1/8

513/16

PO22 HSS6X3X1/2

K

2

4'-101/2

F

E34

2

SPLICE

5'-0

4

HR22 HSS4X2X5/16 PO7 MC6X18

PO20 HSS6X3X1/2

DET. 2

5%

E24

DET. 7

E32

FR123 PL1/8"X2 1/16

DET. 9

7'-41/8

WR2 PIPE1-1/2STD

(SPLICE)

FR3 PL1/8"X2 1/16

DET. 9

HR14 HSS4X2X5/16

(SPLICE)

PO4 MC6X18

HSS1 HSS5X3X1/8

10'-8

13'-6

DET. 2

DET. 9 HR10 HSS4X2X5/16

PO15 PL1/4"X3

PO4 MC6X18

ONE WAY SWING SERVISE GATE.

C

4

5'-0

5'-0

3

4

(SPLICE)

12'-6

5'-0

4'-101/2

FR120 PL1/8"X2 1/16

4

PO5 HSS6X3X1/2

2'-6

31/2

(SPLICE)

5'-0

FR9 PL1/8"X2 1/16

5'-0

17'-6

15'-0

FR120 PL1/8"X2 1/16

2

4'-8

2'-6

J

2

4

5'-0

R

J

4

PROJECT NORTH

5'-0

HR16 HSS4X2X5/16

(SPLICE)

2

4

4'-7

A

2'-6

E

2'-0

PO8 MC6X18

PO16 HSS6X3X1/2

10'-9

10'-0

10'-0

(SPLICE)

2

*

4

R B

K

1'-03/8

E23 E

82

5%

(SIM)

FOR ERECTION ONLY

B.1

(SIM)

HSS3X3X5/16

3'-03/4

80'-0

(REF .NORTH)

D

5'-6

81

CURB SLOPE

11/2

ACCESS HOLE (F/S)

FOR FABRICATION

HO'OPILI STATION URS CORPORATION

BOLTS

3/4Ø A325N

02/12/2017

DR. BY:

ARJ

SURFACE PREP.

05/04/2017

CH. BY:

HAR

SHOP PAINT

DATE

03/31/2016

11/10/2017

UNLESS NOTED

PO NO.:

HOLES

13/16Ø

BD/HIQ/1512/002

UNLESS NOTED

UNLESS NOTED

SHT. NO.:

E20

0

Please verify if the top horizontal rail is to weld to the

18'-111/2 (HSS4X2X5/16 x 17'-81/4) 11/2

17'-41/2

30°

4

2

7

p658 CTRD

2 2

HR7

2 TYP

1'-81/2

p44 CTRD

2 TYP

1 ~ 9/16"Ø TYP

C

5/16

TYP

bp101

bp111 p629

TYP

bp69

TYP D bp101

D TYP B

21/2 TYP

bp111

p380

1/16

B 21/2 TYP

713/16 p380 21/2 TYP

2'-3 TYP

1/16

m753 bp376

m189

bp69

m382

bp69

bp69

TYP

21/2 hs12

12

bp111

p358

p380

73/4 TYP

2'-215/16

m189

11/2

bp69

bp69

2

1/8

bp69

bp69 3

bp111

51/4 TYP

bp376

TYP

5/16 5/16

51/4 TYP

21/2 TYP

5/16

3/16 3/16

3'-83/8

hs60

51/4 TYP

1/4

12

2

4'-71/4

2

A

p358

C TYP

5'-0

5'-0

2'-6

TYP A

p358 C-C

p135 QTY 31 TYP

5'-0 1

5

HR7

1 1

DESCRIPTION

LENGTH

WEIGHT

REMARKS

HAND RAIL HSS4X2X5/16

17'-8 1/4"

176.98

bp69

GALV.

(TYP)

A500-GR.B

8

PL1/8"X2 1/16"

3'-1 3/4"

24.02

A36

bp101

2

PL1/8"X2 1/16"

2'-0"

3.79

A36

bp111

4

PL1/8"X2 1/16"

4'-6"

17.42

A36

bp376

2

PL1/8"X2 1/16"

4'-5 1/2"

8.63

A36

hs12

4

HSS3X2X5/16

3'-7 5/8"

116.35

A500-GR.B

hs60

1

HSS5X3X1/8

4'-6 1/2"

27.36

A500-GR.B

m189

2

WIRE_MESH

BOI

107.41

-

m382

1

WIRE_MESH

BOI

23.59

-

m753

1

WIRE_MESH

BOI

53.20

-

p44

1

PL1/4"X2"

0'-4"

0.57

A36

p135

31

0'-1 3/4"

3.89

A36

p358

2

PL3/4"X7"

1'-8"

59.56

A36

p380

3

PL3/4"X6"

1'-3"

57.43

A36

p511

1

PL3/16"X1 1/2"

0'-1 3/4"

0.13

A36

p629

4

PL3/16"X1 1/2"

0'-1 3/4"

0.50

A36

p658

1

PL1/4"X3"

0'-5"

1.06

A36

0'-1 1/4"

2.88

TOTAL WEIGHT THIS DRAWING

684.75

D-D

4 ~ 1 1/16"Ø

p135

p358 A-A

1/4

TYP

NOTE: PROVIDE VENT HOLES AS REQUIRED

ONE - HAND RAIL - HR7

REF: E20-E31

16

PL3/16"X1 1/2"

1/2"Ø A325N BOLT

Workshop

RECEIVED APPROVAL

SENT APPROVAL

03/31/2016

3

3

3

3

REVISIONS

4 ~ 13/16"Ø

A

FOR APPROVAL

p380

1/4 B-B

TYP

B C

FOR RE-APPROVAL FOR RE-APPROVAL

CONTRACTOR

SHOP

HART

NAN INC.

03/31/2016

3

bp69

3/16 3/16

3

HR7

QTY

2

5

31/2 31/2

bp69

BILL OF MATERIAL MARK

2

hs12

31/2 31/2

02/11/2017 05/02/2017

0

FOR FABRICATION

11/10/2017

1

REVISED AS MARKED

02/23/2018

1

DESCRIPTION:

HAND RAIL

PROJECT NO:

15-028

BUILDING NAME:

HO'OPILI STATION

ARCH./ENGINEER

URS CORPORATION

BOLTS 3/4Ø A325N UNLESS NOTED

HOLES

DR. BY: KSM

SURFACE PREP.

CH. BY: PAN

SHOP PAINT

DATE

13/16Ø

UNLESS NOTED

SSPC-SP3

GALV.

03/30/2016 PO NO.: BD/HIQ/1512/002

SHT. NO.:

HR7

1

Same as HR7

18'-111/2 (HSS4X2X5/16 x 17'-81/4) 13/4

bp69

bp101

bp111

A

21/2 TYP

bp111

4

p135 QTY-21

2

m382

TYP

bp69 TYP B

TYP C

21/2 TYP

3/4

113/16

1 ~ 9/16"Ø

TYP

p380

bp111 12

p380 bp380

TYP D

D 1/16

71/16

B

4 ~ 13/16"Ø

bp101 p358

p380

2 2 TYP TYP

hs48

m764

bp69

5'-0

4 ~ 1 1/16"Ø

A

5'-0

LENGTH

WEIGHT

bp69

REMARKS

2

1/4

HR8

1

HSS4X2X5/16

17'-8 1/4"

176.98

bp69

8

PL1/8"X2 1/16"

3'-1 3/4"

24.02

A36

bp101

2

PL1/8"X2 1/16"

2'-0"

3.79

A36

3

HAND RAIL GALV.

A-A

5'-0

TYP

4 ~ 13/16"Ø

1

3

1

2'-6

p135

p358

bp111

1/4

31/2 31/2

DESCRIPTION

2

1/16

TYP

4 ~ 1 1/16"Ø

A500-GR.B

3

HR8

QTY

11/2

hs48

1

p358

p358 MARK

TYP

m189

TYP

BILL OF MATERIAL

5/16 5/16

hs48

bp69

C

21/2

713/16 TYP

hs31

bp69

6 TYP

p601

bp69

m189

1/8

615/16

51/4 3'-11/2

2'-3

3

bp69

2

12

p320

p619 p621

TYP

2

3/16 3/16

31/4

bp380

hs48 bp69

30 °

53/16 TYP

TYP

1'-33/16

43/8

HR8

2'-3 TYP

p44 CTRD

99/16

107/8

hs33

47/16

71/2

p669 CTRD

bp111

4

PL1/8"X2 1/16"

4'-6"

17.42

2

PL1/8"X2 1/16"

4'-5 1/2"

8.63

A36

hs31

1

HSS3X2X5/16

3'-7 5/8"

29.09

A500-GR.B

hs33

1

HSS5X3X1/8

4'-6 1/2"

27.35

A500-GR.B

hs48

3

HSS3X2X5/16

3'-7 9/16"

87.16

A500-GR.B

m189

2

WIRE_MESH

BOI

107.41

-

m382

1

WIRE_MESH

BOI

23.59

-

m764

1

WIRE_MESH

BOI

53.20

-

p44

1

PL1/4"X2"

0'-4"

0.57

A36

p135

21

PL3/16"X1 1/2"

0'-1 3/4"

2.63

A36

p320

9

PL3/16"X1 1/2"

0'-1 3/4"

1.13

A36

p358

2

PL3/4"X7"

1'-8"

59.56

A36

p380

3

PL3/4"X6"

1'-3"

57.43

A36

p601

1

PL3/16"X1 1/2"

0'-1 3/4"

0.13

A36

p619

4

PL3/16"X1 1/2"

0'-1 3/4"

0.50

A36

p621

1

PL3/16"X1 1/2"

0'-1 3/4"

0.13

A36

p669

1

PL1/4"X3"

0'-5"

1.06

A36

0'-1 1/4"

2.88

TOTAL WEIGHT THIS DRAWING

684.64

16

1/2"Ø A325N BOLT

p135

Workshop

5 3

B-B

A36

bp380

bp69 3/16 3/16

3

3

3

31/2 31/2

5

p380

(TYP)

D-D

C-C

NOTE:

hs48

PROVIDE VENT HOLES AS REQUIRED

ONE - HAND RAIL - HR8

REF: E20-E31 RECEIVED APPROVAL

SENT APPROVAL

03/31/2016

REVISIONS A B C

FOR APPROVAL FOR RE-APPROVAL FOR RE-APPROVAL

HART

NAN INC.

03/31/2016 02/11/2017 05/02/2017

0

FOR FABRICATION

11/10/2017

1

REVISED AS MARKED

02/23/2018

1

CONTRACTOR

SHOP

DESCRIPTION:

HAND RAIL

PROJECT NO:

15-028

BUILDING NAME:

HO'OPILI STATION

ARCH./ENGINEER

URS CORPORATION

BOLTS 3/4Ø A325N UNLESS NOTED

HOLES

DR. BY: KSM

SURFACE PREP.

CH. BY: PAN

SHOP PAINT

DATE

13/16Ø

UNLESS NOTED

SSPC-SP3

GALV.

03/30/2016 PO NO.: BD/HIQ/1512/002

SHT. NO.:

HR8

1

12

31/2

3 2 - 15/16"Ø

11/4

1'-19/16 1

3

3

12 p378

p134 p134 p134

p387 (TYP)

1/4

1

m472

B-B

p134

bp339 (TYP)

1/4

4

4

p247

HR18

C-C

12

11/2

12

p134 p134

D-D

11/4

3/8

p134

23/4

4'-51/16

71/8

99/16 (TYP)

1/16

D

E

12

3/16

p614

3/4

61/2 HR18

1

HAND RAIL

HR18

1

HSS4X2X5/16

bp42

1

bp338

p247

REMARKS

50.35

PL1/8"X2 1/16"

4'-0"

3.86

A36

2

PL1/8"X2 1/16"

3'-1 3/4"

6.00

A36

bp339

1

PL1/8"X2 1/16"

4'-0"

3.86

A36

m61

1

HSS3X3X5/16

3'-7 7/16"

36.19

A500-GR.B

m91

1

HSS4X2X5/16

4'-7 3/4"

46.50

A500-GR.B

m341

1

HSS3X3X5/16

3'-7 5/8"

36.37

A500-GR.B

m406

1

WIRE_MESH

47.61

-

m472

1

HSS4X2X5/16

1'-3 13/16"

13.17

A500-GR.B

p134

8

PL3/16"X3/4"

0'-2"

0.64

A36

p247

1

PL3/4"X12 1/2"

1'-0 1/2"

24.25

A36

p378

11

PL3/16"X1 1/2"

0'-1 3/4"

1.39

A36

p387

1

PL1"X6"

0'-11"

18.72

A36

p614

1

PL3/16"X1 1/2"

0'-1 3/4"

0.13

A36

4

1/2"Ø A325N BOLT

0'-1 1/4"

0.72

TOTAL WEIGHT THIS DRAWING

289.75

BOI

GALV.

A500-GR.B

5'-0 3/8"

Workshop

m341 1/16

C

C

bp42

p247

BILL OF MATERIAL WEIGHT

m61

1/16

21/2

LENGTH

bp338

bp338

615/16

m341

TYP D

1/16

51/4

1

2'-3

3

we believe this needs to be 7" please verify with detailer. this assembly is already at galv. Can we make any necessary adjustment on FR11

111/16

21/2

F

p378 QTY-11 3'-11/2

(TYP)

1

F

TYP

2'-31/16

3/8

5/16

1

1/8 1/8

HR18

21/2

E

101/8

3/8

p134 p134 E-E

m91

HR18

211/16 m472

bp339

m91 43/8

A

1/2

m91 p134

DESCRIPTION

4'-615/16

1/2

3/8

4'-59/16

23/4

5'-015/16 (HSS4X2X 5/16 x 5'-0 3/8)

p134 p134

3'-73/8

m91

F-F

1

43/8

(TYP)

TYP

21/2

3'-11/2

3/16 3/16

(TYP)

5/16

B

m406 A-A

1 11/2

p378

13/4

3/16 1/16

m61

1

(TYP)

3/16

12

1 ~ 1/2 Ø SHOP BOLT (TYP)

QTY

HR18

3/4

3/16 3/16

p378

MARK

2

13/4

TYP

2

m472

51/4

4 - 13/16"Ø

30°

615/16

4

4'-715/16

4

m406

B 1

1

p387

A

ONE - HAND RAIL - HR18

REF: E20 - E31 RECEIVED APPROVAL

SENT APPROVAL

02/12/2017

REVISIONS A B C

FOR APPROVAL FOR RE-APPROVAL FOR RE-APPROVAL

1

HART

NAN INC.

03/31/2016 02/11/2017 05/02/2017

NOTE: PROVIDE VENT HOLES AS REQUIRED

CONTRACTOR

SHOP

0

FOR FABRICATION

11/10/2017

1

REVISED AS MARKED

02/23/2018

DESCRIPTION:

HAND RAIL

PROJECT NO:

15-028

BUILDING NAME:

HO'OPILI STATION

ARCH./ENGINEER

URS CORPORATION

BOLTS 3/4Ø A325N UNLESS NOTED

HOLES

DR. BY: KSM

SURFACE PREP.

CH. BY: PAN

SHOP PAINT

DATE

13/16Ø

UNLESS NOTED

SSPC-SP3

GALV.

02/12/2017 PO NO.: BD/HIQ/1512/002

SHT. NO.:

HR18

1

TYP

p380

p380

31/2

p380

p380

HR49

1'-6

5'-0

5'-0

5'-0

4

5'-0

4

17'-1 (HSS4X2X 5/16 x 17'-0 3/4) 5'-0

(TYP)

TYP

A

m377 2 TYP

2 TYP

2

2

p135

11/2

21/2

11/2

11/2

(TYP)

hs31

p380

A

hs31

21/2

21/2 (TYP)

p387

3/4

m189 TYP

21/2

p380

3/4

1

B

p380

TYP (TYP)

7 TYP

51/4 TYP

TYP

bp104

1/16

p203

D

p380

7

2

2'-3

1 - 9/16"Ø p135

27/16

3/16 3/16

hs31

hs5

711/16

5/16 5/16

p203

bp175

B

(TYP)

D

3/4

3'-19/16

2'-3

bp175

C

12 95/8

C

3'-11/2

93/4

p44

2

13/4

HR49

21/2 TYP

47/16

bp104

2

bp111 TYP

615/16

bp69 TYP

30 °

43/8

1/4

5'-0

21/2

TYP

1'-6

51/4 TYP

3

A-A

1 - 9/16"Ø

hs5

MARK

QTY

HR49

1

HAND RAIL

HR49

1

HSS4X2X5/16

17'-0 3/4"

170.71

bp69

6

PL1/8"X2 1/16"

3'-1 3/4"

18.01

A36

bp104

2

PL1/8"X2 1/16"

1'-0 1/16"

1.82

A36

bp111

6

PL1/8"X2 1/16"

4'-6"

26.13

A36

bp175

2

PL1/8"X2 1/16"

3'-1 3/4"

6.01

A36

hs5

1

HSS3X2X5/16

3'-7 3/8"

28.92

A500-GR.B

hs31

4

HSS3X2X5/16

3'-7 5/8"

116.35

A500-GR.B

m189

3

WIRE_MESH

BOI

161.11

-

m377

1

WIRE_MESH

BOI

11.58

-

p44

1

PL1/4"X2"

0'-4"

0.57

A36

p135

28

PL3/16"X1 1/2"

0'-1 3/4"

3.51

A36

p203

2

PL3/16"X1 1/2"

0'-1 3/4"

0.25

A36

p380

4

PL3/4"X6"

1'-3"

76.57

A36

p387

1

PL1"X6"

0'-11"

18.72

A36

p619

4

PL3/16"X1 1/2"

0'-1 3/4"

0.50

A36

1/2"Ø A325N BOLT

0'-1 1/4"

2.88

TOTAL WEIGHT THIS DRAWING

643.64

16

DESCRIPTION

LENGTH

WEIGHT

REMARKS

B-B

2 - 15/16"Ø

TYP

TYP

Workshop

3/16 3/16

p135

1/4

D-D GALV.

1 2 2 1

bp69 CTRD p135

p380

A500-GR.B

p619

TYP

BILL OF MATERIAL

4 - 13/16"Ø

1/8

1/4

3 3 3 3 p387 3 3

TYP

3

3 3

31/2

2 - 9/16"Ø SHOP BOLT (TYP) p135

bp69 CTRD 3/16 3/16

TYP

C-C

ONE - HAND RAIL - HR49

REF: E20-E31 RECEIVED APPROVAL

SENT APPROVAL

03/31/2016

REVISIONS A B 1

C

FOR APPROVAL FOR RE-APPROVAL FOR RE-APPROVAL

1

HART

NAN INC.

03/31/2016 02/11/2017 05/02/2017

NOTE: PROVIDE VENT HOLES AS REQUIRED

CONTRACTOR

SHOP

0

FOR FABRICATION

11/10/2017

1

REVISED AS MARKED

02/23/2018

DESCRIPTION:

HAND RAIL

PROJECT NO:

15-028

BUILDING NAME:

HO'OPILI STATION

ARCH./ENGINEER

URS CORPORATION

BOLTS 3/4Ø A325N UNLESS NOTED

HOLES

DR. BY: KSM

SURFACE PREP.

CH. BY: PAN

SHOP PAINT

DATE

13/16Ø

UNLESS NOTED

SSPC-SP3

GALV.

03/30/2016 PO NO.: BD/HIQ/1512/002

SHT. NO.:

HR49

1

3'-11/2 (PL1/8X2 1/16 x 4'-2 9/16) 51/4

51/4

2'-3

12

TYP bp1

12

3/16 3/16

p135 CTRD

1

1

1

p135 1 CTRD

1 ~ 9/16"Ø

(T YP )

1 ~ 9/16"Ø

1 1/4

m81

A bp17

7/8

A

1/8

A-A

FR11

bp158

1/16

12

1

1

1

p203

FR11 5/8

4'-29/16

TYP

1 ~ 9/16"Ø

1 ~ 9/16"Ø 51/4

2'-3

1

p203 CTRD 51/4

NOTE: PROVIDE VENT HOLES AS REQUIRED

ONE - U - FRAME - FR11

REF: E20-E31 RECEIVED APPROVAL

SENT APPROVAL

03/31/2016

BILL OF MATERIAL MARK FR11

QTY

DESCRIPTION

LENGTH

WEIGHT

REVISIONS

REMARKS

1

U - FRAME

FR11

1

PL1/8"X2 1/16"

4'-2 9/16"

4.07

bp1

1

PL1/8"X2 1/16"

3'-1 3/4"

3.00

A36

bp17

1

PL1/8"X2 1/16"

4'-2 9/16"

4.07

A36

bp158

1

PL1/8"X2 1/16"

3'-1 3/4"

3.00

A36

m81

1

WIRE_MESH

0.00

-

p135

2

PL3/16"X1 1/2"

0'-1 3/4"

0.25

A36

p203

2

PL3/16"X1 1/2"

0'-1 3/4"

0.25

A36

4

1/2"Ø A325N BOLT

0'-1 1/4"

BOI

TOTAL WEIGHT THIS DRAWING

GALV.

Site 14.65

A

A36

B C

FOR APPROVAL FOR RE-APPROVAL FOR RE-APPROVAL

HART

NAN INC.

03/31/2016 02/12/2017 05/02/2017

0

FOR FABRICATION

11/10/2017

1

REVISED AS MARKED

02/23/2018

1

CONTRACTOR

SHOP

DESCRIPTION:

U - FRAME

PROJECT NO:

15-028

BUILDING NAME:

HO'OPILI STATION

ARCH./ENGINEER

URS CORPORATION

BOLTS 3/4Ø A325N UNLESS NOTED

HOLES

DR. BY: KSM

SURFACE PREP.

CH. BY: PAN

SHOP PAINT

DATE

13/16Ø

UNLESS NOTED

SSPC-SP3

GALV.

03/31/2016 PO NO.: BD/HIQ/1512/002

SHT. NO.:

FR11

1