Tekla Structures drawing - G [18]stevenwinfree.com/HOLIDAY_INN_STAIR.pdf · 12/01/08 plot date:...

16
12/01/08 1 12/01/08 RELEASED FOR FABRICATION SLW JF PROJ.MGR: JNS PLOT DATE: 12/01/2008 08:17:40am E70-XX 3/4" - A325N 13/16" SSPC-SP2 1-S/C RED OXIDE SHOP FINISH SURFACE PREP HOLE DIA. BOLT DIA.-GRADE WELD ELECTRODE STANDARD SHOP NOTES APEX STEEL CORPORATION 301 PETFINDERS LANE RALEIGH, NC 27603 PHONE: (919) 362-6611 FAX: (919) 362-6664 DRAWING TITLE CUSTOMER ARCHITECT ENGINEER STAIR #2 ERECTION DRAWING HELM BUILDERS, LLC ISOM HAM ARCHITECTS TAYLOR & VIOLA ENGINEERING HOLIDAY INN GORMAN RD & I-40, RALEIGH, NC DRAWING NO. E16 REV. 1 70456 APEX STEEL PROJECT NUMBER DRAWN BY: CHECKED BY: SLW REV BY DATE DESCRIPTION (Unless Noted Otherwise) 10 3 4 / " TYP A A 9'-4 3 4 / " - WALL TO WALL Plan at EL. 0'-0" 9T @ 11" = 8'-3" 18'-8 3 4 / " - WALL TO WALL 41R2 41R1 4'-2 3 4 / " TREAD 1'-11" A 10 9 8 7 3'-9 5 8 / " 3'-9 5 8 / " 3'-10" 38A1 L3X3X 1 4 / 34S1 34S2 10T@ 11" = 9'-2" 10 3 4 / " TYP 4'-6" LANDING 10 3 4 / " TYP EL.= 5'-9" 39S1 MC12X10.6 T2 T7 T7 39H1 C6X10.5 T10 T6 UP 33S1 33S2 3'-4" ELEV. = 0'-0" 1'-0" 1'-0" T6 T1 4'-6" LANDING 5'-11 3 4 / " Plan at EL. 12'-1" 3'-9 5 8 / " 7T @ 11" =6'-5" 9'-1 1 4 / " 4'-2 3 4 / " TREAD 18'-8 3 4 / " - WALL TO WALL 9'-4 3 4 / " - WALL TO WALL UP 43R2 43R1 38A2 L3X3X 1 4 / 40H2 C6X10.5 10 A 9 8 7 10 3 4 / " TYP 3'-10" 7 3 4 / " 4'-2 3 4 / " TREAD 36S1 36S2 38A4 L3X3X 1 4 / 39S3 MC12X10.6 T10 40H1 C6X10.5 T9 T4 T8 EL= 16'-9" 4'-5 1 4 / " 10 3 4 / " 3'-9 5 8 / " 10 3 4 / " 10T @ 11" = 9'-2" 5'-0 3 4 / " LANDING 1 3 4 / " 34S1 34S2 35S2 39S2 MC12X10.6 T10 T7 T8 T3 EL= 12'-1" 4'-6" LANDING 10 3 4 / " 7'-9 3 4 / " LANDING 1 3 4 / " 35S1 7'-9 3 4 / " - LANDING 7'-9 3 4 / " - LANDING 12" 7 5 16 / " 10R @ 6 5 8 / " (+ 1 8 / ") = 5'-6 3 8 / " 8R@6 11 16 / "(+ 1 8 / ")=4'-5 5 8 / " 10R @ 6 5 8 / " (+ 1 8 / ") = 5'-6 3 8 / " 8R@6 11 16 / "(+ 1 8 / ")=4'-5 5 8 / " 11R @ 6 7 8 / " (+ 3 8 / ") =6'-4" 10R @ 6 7 8 / " (+ 1 4 / ") =5'-9" DET 3 / E17 2'-10" 3'-6" 2'-10" 5'-11 3 4 / " LANDING 5'-11 3 4 / " LANDING 12'-1" 22'-1" 32'-1" 3" 3'-6" 2'-10" 2'-10" 3'-6" 7 3 16 / " 6 1 2 / " 6 1 2 / " 5'-11 3 4 / " LANDING 5'-0 3 4 / " LANDING 0" 10 9 8 7 12" 7 1 2 / " 3'-6" 2'-10" 4'-6" LANDING 4'-6" LANDING DET 2 / E17 A - A DET 1 / E17 3" 4" 1'-0" 8'-3" 3" 12" 7 1 2 / " 6'-5" 9'-2" 12" 7 5 16 / " 2'-10" 4'-6" LANDING 8'-3" 8'-3" 2'-10" 6'-5" 12" 7 1 4 / " 3" 3" C C E17 3" 12" 7 1 4 / " B B E17 Plan at EL. 22'-1" 3'-9 5 8 / " 9T @ 11" = 8'-3" 7T @ 11" = 6'-5" 38A4 L3X3X 1 4 / 45R2 45R1 40H2 C6X10.5 T8 T8 T5 T8 T10 18'-8 3 4 / " - WALL TO WALL 9'-4 3 4 / " - WALL TO WALL 9'-1 1 4 / " 4'-2 3 4 / " TREAD A 10 9 8 7 10 3 4 / " TYP 3'-10" 40H3 C6X10.5 39S3 MC12X10.6 EL= 26'-1" T4 T9 7 3 4 / " 4'-2 3 4 / " TREAD 5'-4 1 4 / " 10 3 4 / " 3'-9 5 8 / " 5'-11 3 4 / " LANDING 10 3 4 / " 36S1 36S2 37S2 39S2 MC12X10.6 EL= 22'-1" T10 T9 1 3 4 / " 4'-6" LANDING UP 10 3 4 / " 7'-9 3 4 / " LANDING 37S1 38A3 L3X3X 1 4 / 1 3 4 / " Plan at EL. 32'-1" EL= 32'-1" 3'-10" 4'-6" LANDING 10 3 4 / " TYP 40R1 4" 4'-7 1 2 / " GUARDRAIL 3'-9 5 8 / " 9T @ 11" = 8'-3" 18'-8 3 4 / " - WALL TO WALL 9'-4 3 4 / " - WALL TO WALL 9'-1 1 4 / " 4'-2 3 4 / " TREAD A 10 9 8 7 44R2 46R1 36S1 38S1 45R1 37S2 UP 39S3 MC12X10.6 T4 40H3 C6X10.5 T9 EL.= 26'-1" 7 3 4 / " 4'-2 3 4 / " TREAD 5'-4 1 4 / " 10 3 4 / " 3'-9 5 8 / " 5'-11 3 4 / " LANDING 39H1 C6X10.5 39S2 MC12X10.6 T9 T10 10 3 4 / " 1 3 4 / " 7T @ 11" = 6'-5" 4'-6" LANDING 43R2 37S1 38A4 L3X3X 1 4 / T8 T10 10 3 4 / " 38A3 L3X3X 1 4 / 1 3 4 / "

Transcript of Tekla Structures drawing - G [18]stevenwinfree.com/HOLIDAY_INN_STAIR.pdf · 12/01/08 plot date:...

Page 1: Tekla Structures drawing - G [18]stevenwinfree.com/HOLIDAY_INN_STAIR.pdf · 12/01/08 plot date: shop finish 1-s/c red oxide surface prep standard shop notes apex steel corporation

12/01/08

1 12/01/08 RELEASED FOR FABRICATIONSLW

JF

PROJ.MGR: JNS

PLOT DATE: 12/01/2008 08:17:40am

E70-XX

3/4" - A325N

13/16"

SSPC-SP2

1-S/C RED OXIDESHOP FINISH

SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE

STANDARD SHOP NOTES APEX STEEL CORPORATION301 PETFINDERS LANE

RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER

STAIR #2 ERECTION DRAWING

HELM BUILDERS, LLC

ISOM HAM ARCHITECTS

TAYLOR & VIOLA ENGINEERING

HOLIDAY INN GORMAN RD & I-40, RALEIGH, NC

DRAWING NO.

E16REV. 1

70456APEX STEEL PROJECT NUMBER

DRAWN BY:

CHECKED BY:

SLW

REV BY DATE DESCRIPTION

(Unless Noted Otherwise)

1034/ "TYP

A

A9'-434/ " - WALL TO WALL

Plan at EL. 0'-0"

9T @

11"

= 8

'-3"

18'-8

3 4/ " -

WAL

L TO

WAL

L

41R

2

41R

1

4'-234/ "TREAD

1'-1

1"

A

10

9

8

7

3'-958/ " 3'-958/ "

3'-1

0"

38A1

L3X3

X1 4/

34S1 34S2

10T@

11"

= 9

'-2"

103 4/ "

TYP

4'-6

"LA

ND

ING

1034/ "TYP

EL.= 5'-9"

39S1 MC12X10.6

T2

T7

T7

39H1 C6X10.5

T10

T6

UP

33S1

33S2

3'-4

"

ELEV. = 0'-0"

1'-0

"

1'-0"

T6

T1

4'-6

"LA

ND

ING

5'-1

134/ "

Plan at EL. 12'-1"

3'-958/ "

7T @

11"

=6'

-5"

9'-114/ "

4'-234/ "TREAD

18'-8

3 4/ " -

WAL

L TO

WAL

L

9'-434/ " - WALL TO WALL

UP 43R

2

43R

1

38A2

L3X3

X1 4/

40H2 C6X10.5

10

A

9

8

7

103 4/ "

TYP

3'-1

0"

734/ "4'-234/ "TREAD

36S1

36S2

38A4

L3X

3X1 4/

39S3 MC12X10.6

T10

40H1 C6X10.5

T9

T4

T8

EL= 16'-9"

4'-5

1 4/ "

1034/ " 3'-958/ "

103 4/ "

10T

@ 1

1" =

9'-2

"5'

-03 4/ "

LAN

DIN

G

134/ "

34S1

34S2

35S2

39S2 MC12X10.6

T10

T7

T8

T3

EL= 12'-1"

4'-6

"LA

ND

ING

1034/ "

7'-9

3 4/ "LA

ND

ING

134/ "

35S1

7'-934/ " - LANDING

7'-934/ " - LANDING

12"

7516/

"

10R

@ 6

5 8/ " (+

1 8/ ") =

5'-6

3 8/ "8R

@61

1 16/"(

+18/ "

)=4'

-55 8/ "

10R

@ 6

5 8/ " (+

1 8/ ") =

5'-6

3 8/ "8R

@61

1 16/"(

+18/ "

)=4'

-55 8/ "

11R

@ 6

7 8/ " (+

3 8/ ") =

6'-4

"10

R @

67 8/ "

(+1 4/ "

) =5'

-9"

DET 3 / E17

2'-1

0" 3'-6

"

2'-1

0"

5'-1134/ "LANDING

5'-1134/ "LANDING

12'-1"

22'-1"

32'-1"

3"

3'-6

"

2'-1

0"

2'-1

0" 3'-6

"

7316/ "

612/ "

612/ "

5'-1134/ "LANDING

5'-034/ "LANDING

0"

10 9 8 7

12"

712/ "

3'-6

"

2'-1

0"

4'-6"LANDING

4'-6"LANDING

DET 2 / E17

A - A

DET 1 / E17

3"

4"

1'-0"

8'-3"

3"

12"

712/ "

6'-5"

9'-2"

12"

7516/

"

2'-1

0"

4'-6"LANDING

8'-3"

8'-3"

2'-1

0"

6'-5"

12"

714/ "

3"

3"

C

C

E17

3"

12"

714/ "

B

B

E17

Plan at EL. 22'-1"

3'-958/ "

9T @

11"

= 8

'-3"

7T @

11"

= 6

'-5"

38A4

L3X

3X1 4/

45R

2

45R

1

40H2 C6X10.5

T8

T8

T5

T8

T10

18'-8

3 4/ " -

WAL

L TO

WAL

L

9'-434/ " - WALL TO WALL

9'-114/ "

4'-234/ "TREAD

A

10

9

8

7

103 4/ "

TYP

3'-1

0"

40H3 C6X10.5

39S3 MC12X10.6

EL= 26'-1"

T4

T9

734/ "

4'-234/ "TREAD

5'-4

1 4/ "

1034/ " 3'-958/ "

5'-1

134/ "

LAN

DIN

G10

3 4/ "

36S1

36S2

37S2

39S2 MC12X10.6

EL= 22'-1"

T10

T9

134/ "

4'-6

"LA

ND

ING

UP

1034/ "

7'-9

3 4/ "LA

ND

ING

37S1

38A3

L3X3

X1 4/

134/ "

Plan at EL. 32'-1"

EL= 32'-1"

3'-1

0"4'-6

"LA

ND

ING

103 4/ "

TYP

40R1 4"

4'-712/ "GUARDRAIL

3'-958/ "

9T @

11"

= 8

'-3"

18'-8

3 4/ " -

WAL

L TO

WAL

L

9'-434/ " - WALL TO WALL

9'-114/ "

4'-234/ "TREAD

A

10

9

8

7

44R

2

46R

1

36S1

38S1

45R

137

S2

UP

39S3 MC12X10.6

T4

40H3 C6X10.5

T9

EL.= 26'-1"

734/ "4'-234/ "TREAD

5'-4

1 4/ "

1034/ " 3'-958/ "

5'-1

134/ "

LAN

DIN

G

39H1 C6X10.5

39S2 MC12X10.6

T9

T10

103 4/ "

134/ "

7T @

11"

= 6

'-5"

4'-6

"LA

ND

ING

43R

237

S1

38A4

L3X

3X1 4/

T8

T10

1034/ "

38A3

L3X

3X1 4/

134/ "

Page 2: Tekla Structures drawing - G [18]stevenwinfree.com/HOLIDAY_INN_STAIR.pdf · 12/01/08 plot date: shop finish 1-s/c red oxide surface prep standard shop notes apex steel corporation

12/01/08

1 12/01/08 RELEASED FOR FABRICATIONSLW

JF

PROJ.MGR: JNS

PLOT DATE: 12/01/2008 08:34:53am

E70-XX

3/4" - A325N

13/16"

SSPC-SP2

1-S/C RED OXIDESHOP FINISH

SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE

STANDARD SHOP NOTES APEX STEEL CORPORATION301 PETFINDERS LANE

RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER

STAIR #2 ERECTION DRAWING

HELM BUILDERS, LLC

ISOM HAM ARCHITECTS

TAYLOR & VIOLA ENGINEERING

HOLIDAY INN GORMAN RD & I-40, RALEIGH, NC

DRAWING NO.

E17REV. 1

70456APEX STEEL PROJECT NUMBER

DRAWN BY:

CHECKED BY:

SLW

REV BY DATE DESCRIPTION

(Unless Noted Otherwise)

12/ "Ø ROD@438/ "C.C. (TYP)

47R1 PIPE_1-14/ ''Ø_SCH._40

32'-1"

212/ "

4'-712/ "

4" A

314/ "

40R1 PIPE_1-14/ ''Ø_SCH._40

PL38/ x3

38A3 L3X3X14/

38S3MC12X10.6 (F/S)

38S2 MC12X10.6

26A5 L4 X4 X14/W/ 12/ "ØSLEEVEANCHORx5"

36S1 MC12X10.6

39H1 C6X10.5

12 GA PANSW/ 2" CONC FILL

C - CE16

10"

26A5 L4 X4 X14/W/ 12/ "ØSLEEVEANCHORx5"

FACE OF CMU WALL

44R2PIPE_1-14/ ''Ø_SCH._40

10"

L6 X3 12/ X14/ x 0'-3"W/ 34/ "ØA325 x 2"

3'-6

"

2'-1

0"

314/ "

41R1PIPE_1-14/ ''Ø_SCH._40

612/ "

612/ "

212/ "

1'-1

"738/ "

12 GA PANSW/ 2" CONC FILL

0"

2'-1

0"

33S2 MC12X10.6

33S1 MC12X10.61'-0"

41R2PIPE_1-14/ ''Ø_SCH._40

FACE OF CMU WALL

B - BE16

1.5B 22GA DECK

4" CONC.

PIPE_1-14/ ''Ø_SCH._40

134/ "

4"2"

DETAIL 3 / E16

238/ "

MC12X10.6

PL38/ x3 x 0'-4"W/ 34/ "ØA325 x 2"

C6X10.5

L3X3X14/

32'-1"

DETAIL 2 / E16

BENT FB 114/ " X 14/(CARRIERS)

12 GA PANSW/ 2" CONC FILL

PL38/ x3 x 0'-4"W/ 34/ "ØA325 x 2"

1.5B 22GA DECK

MC12X10.6

212/ "

26A5 L4 X4 X14/W/ 12/ "ØSLEEVEANCHORx5"

PIPE_1-14/ ''Ø_SCH._40FACE OF CMU WALL

MC12X10.6

L3X3X14/

C6X10.5

4" CONC.

MC12X10.6

DETAIL 1 / E16

PIPE_1-14/ ''Ø_SCH._40

111 16/

"

4" 2"

VAR

IES

11"

316/ Typ

L3 X3 X14/ x 0'-3"W/ 12/ "Ø WEDGEANCHOR x 5"

12 GA PANSW/ 2" CONC FILL

BENT FB 114/ " X 14/(CARRIERS)

0"

Page 3: Tekla Structures drawing - G [18]stevenwinfree.com/HOLIDAY_INN_STAIR.pdf · 12/01/08 plot date: shop finish 1-s/c red oxide surface prep standard shop notes apex steel corporation

12/01/08

1 12/01/08 RELEASED FOR FABRICATIONSLW

JF

PROJ.MGR: JNS

PLOT DATE: 12/01/2008 08:43:19am

E70-XX

3/4" - A325N

13/16"

SSPC-SP2

1-S/C RED OXIDESHOP FINISH

SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE

STANDARD SHOP NOTES APEX STEEL CORPORATION301 PETFINDERS LANE

RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER

STAIR #2 ASSEMBLY DRAWINGS

HELM BUILDERS, LLC

ISOM HAM ARCHITECTS

TAYLOR & VIOLA ENGINEERING

HOLIDAY INN GORMAN RD & I-40, RALEIGH, NC

DRAWING NO.

33REV. 1

70456APEX STEEL PROJECT NUMBER

DRAWN BY:

CHECKED BY:

SLW

REV BY DATE DESCRIPTION

(Unless Noted Otherwise)

GRADE DESCRIPTIONMARKQTY.SHIP MARKPIECE

FINISHLENGTH COMMENTSTOTAL

BILL OF MATERIALUNIT

QTY.

33S1 STRINGER 1

L2X2X3/16 3'-4 5/16"A36 1 ANGLE a9

L3 X3 X1/4 0'-3"A36 1 ANGLE a14

L6 X3 1/2X1/4 0'-3"A36 2 ANGLE a8

MC12X10.6 10'-3 5/16"A36 1 STRINGER c29

MC12X10.6 4'-4 1/4"A36 1 STRINGER c32

PL1/4x1 5/16 0'-7 5/16"A36 1 PLATE p38

PL3/16x1 1/2 1'-1 9/16"A36 9 PLATE p44

33S2 STRINGER 1

L3 X3 X1/4 0'-3"A36 1 ANGLE a14

MC12X10.6 10'-5 13/16"A36 1 STRINGER c26

PL1/4x1 5/16 0'-2 7/16"A36 1 PLATE p35

PL1/4x1 5/16 0'-7 5/16"A36 1 PLATE p38

PL1/4x7 3/8 0'-10 9/16"A36 1 PLATE p39

PL3/16x1 1/2 1'-1 9/16"A36 9 PLATE p44

ONE - STRINGER MARKED - 33S1MC12X10.6 FAB-

214/ " 212/ "

112/ " 10

"6"

c32

a9 a8

2 - 1316/ " x 1"HORZ. SLOTS

A - A

A

A

1 1116/

"

32.10

712/ "

12"

11 16/ "

41 16/ "

15 16/ "

10'-35 16/ "

9SP @1'-11" (-

1 8/ ) = 9'-87 8/ "

3516/ " 4"

4'-414/ "

9T @ 11" =8'-3"

112/ "

2" 4"

2"

6"

10"9"

2"

5'-9

"

678/ "

9R @

67 8/ "

(+1 4/ )

= 5

'-21 8/ "

c32

p38

a8 (N/S)

a14 (N/S)

p44 (N/S)

a9 (N/S) a8 (N/S)

33S1

1 - 916/ øGOL 134/ "(N/S)

ONE - STRINGER MARKED - 33S2MC12X10.6 FAB-

9R @

67 8/ "

(+1 4/ )

= 5

'-21 8/ "

4 116/ "

p38

1 516/ "

10'-5 1316/ "

1 116/ "

B

B

2"

678/ "

5'-9

"

2"4"

112/ "

9SP @ 1'-1" (- 18/ ) = 9'-8 7

8/ "

2 916/ "

9T @ 11" =8'-3"

2"

111 16/

"

3"

32.1

0

712/ "

12"

1 - 916/ øGOL 134/ "(N/S)

a14 (N/S)

p44 (N/S)

33S2

p35

p39

p39(SHIP LOOSE)

738/ "

12"

11916/ "

101 2/ "

33S2

p35

B - B

Page 4: Tekla Structures drawing - G [18]stevenwinfree.com/HOLIDAY_INN_STAIR.pdf · 12/01/08 plot date: shop finish 1-s/c red oxide surface prep standard shop notes apex steel corporation

12/01/08

1 12/01/08 RELEASED FOR FABRICATIONSLW

JF

PROJ.MGR: JNS

PLOT DATE: 12/01/2008 08:45:55am

E70-XX

3/4" - A325N

13/16"

SSPC-SP2

1-S/C RED OXIDESHOP FINISH

SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE

STANDARD SHOP NOTES APEX STEEL CORPORATION301 PETFINDERS LANE

RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER

STAIR #2 ASSEMBLY DRAWINGS

HELM BUILDERS, LLC

ISOM HAM ARCHITECTS

TAYLOR & VIOLA ENGINEERING

HOLIDAY INN GORMAN RD & I-40, RALEIGH, NC

DRAWING NO.

34REV. 1

70456APEX STEEL PROJECT NUMBER

DRAWN BY:

CHECKED BY:

SLW

REV BY DATE DESCRIPTION

(Unless Noted Otherwise)

GRADE DESCRIPTIONMARKQTY.SHIP MARKPIECE

FINISHLENGTH COMMENTSTOTAL

BILL OF MATERIALUNIT

QTY.

34S1 STRINGER 1

L2X2X3/16 3'-11 1/2"A36 1 ANGLE a13

L2X2X3/16 3'-5 5/16"A36 1 ANGLE a18

L6 X3 1/2X1/4 0'-3"A36 4 ANGLE a8

MC12X10.6 12'-2 5/16"A36 1 STRINGER c33

MC12X10.6 3'-8 3/4"A36 1 STRINGER c34

MC12X10.6 4'-11"A36 1 STRINGER c35

PL3/16x1 1/2 1'-1 9/16"A36 10 PLATE p44

34S2 STRINGER 1

MC12X10.6 11'-11 1/2"A36 1 STRINGER c27

PL1/4x1 5/16 0'-2 3/8"A36 1 PLATE p37

PL1/4x5 3/4 0'-7 3/8"A36 1 PLATE p36

PL3/16x1 1/2 1'-1 9/16"A36 10 PLATE p44

ONE - STRINGER MARKED - 34S1MC12X10.6 FAB-

316/3 SIDES

214/ " 212/ "

112/ "

6"

10"

a13a8

c35

2 - 1316/ " x 1"HORZ. SLOTS

A - A

34S1

12'-23 8/ " A

A

2"

1 1116/

"

7916/

"

12"32.18

3"

9"

6"

10"

10SP @ 1'-1" (-

1 16/ ) = 10'-915 16/ "

6'-4

"

10T @ 11" =9'-2"

10R

@ 6

1516/

" (-1

4/ ) =

5'-9

1 8/ "

6"

10"

3516/ "

4'-414/ "

a8 (N/S)

a8 (N/S)

p44 (N/S)

a18 (N/S)

a13 (N/S)

a8 (N/S)

c34

a8 (N/S)

c35

1115 16/ "

37 16/ "

478/ "

9"

11 16/ "

4'-11"

3516/ "4"

2"

ONE - STRINGER MARKED - 34S2MC12X10.6 FAB-

p37p36(SHIP LOOSE)

7916/

"

12"

32.1

4

111 16/

"

2"

2"

2 12/ "

7 916/ "

2 12/ "

1 116/ "

11'-11 12/ "

6'-4

1 16/"

10R

@ 6

1516/

" (-1

4/ ) =

5'-9

1 8/ "

10SP @ 1'-1" (- 116/ ) =10'-9 15

16/ "

10T @ 11"=9'-2"

3"

3"

p44 (N/S)

34S2

Page 5: Tekla Structures drawing - G [18]stevenwinfree.com/HOLIDAY_INN_STAIR.pdf · 12/01/08 plot date: shop finish 1-s/c red oxide surface prep standard shop notes apex steel corporation

12/01/08

1 12/01/08 RELEASED FOR FABRICATIONSLW

JF

PROJ.MGR: JNS

PLOT DATE: 12/01/2008 08:48:14am

E70-XX

3/4" - A325N

13/16"

SSPC-SP2

1-S/C RED OXIDESHOP FINISH

SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE

STANDARD SHOP NOTES APEX STEEL CORPORATION301 PETFINDERS LANE

RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER

STAIR #2 ASSEMBLY DRAWINGS

HELM BUILDERS, LLC

ISOM HAM ARCHITECTS

TAYLOR & VIOLA ENGINEERING

HOLIDAY INN GORMAN RD & I-40, RALEIGH, NC

DRAWING NO.

35REV. 1

70456APEX STEEL PROJECT NUMBER

DRAWN BY:

CHECKED BY:

SLW

REV BY DATE DESCRIPTION

(Unless Noted Otherwise)

GRADE DESCRIPTIONMARKQTY.SHIP MARKPIECE

FINISHLENGTH COMMENTSTOTAL

BILL OF MATERIALUNIT

QTY.

35S1 STRINGER 1

L2X2X3/16 3'-4 5/16"A36 1 ANGLE a9

L2X2X3/16 3'-11 1/2"A36 1 ANGLE a13

L2X2X3/16 2'-7 1/2"A36 1 ANGLE a16

L6 X3 1/2X1/4 0'-3"A36 3 ANGLE a8

L6 X3 1/2X1/4 0'-3"A36 1 ANGLE a35

MC12X10.6 8'-10 3/8"A36 1 STRINGER c36

MC12X10.6 7'-0 3/8"A36 1 STRINGER c37

MC12X10.6 4'-4 1/4"A36 1 STRINGER c39

PL3/16x1 1/2 1'-1 9/16"A36 7 PLATE p44

35S2 STRINGER 1

L2X2X3/16 2'-7 1/2"A36 1 ANGLE a16

MC12X10.6 9'-0 7/8"A36 1 STRINGER c25

MC12X10.6 2'-4 3/8"A36 1 STRINGER c38

PL1/4x1 5/16 0'-2 7/16"A36 1 PLATE p35

PL1/4x7 3/8 0'-10 9/16"A36 1 PLATE p40

PL3/16x1 1/2 1'-1 9/16"A36 7 PLATE p44

ONE - STRINGER MARKED - 35S1MC12X10.6 FAB-

B

B

A

A

31.36

7516/

"

12"

10" 6"

9"

3516/ " 4"

7R @

611

16/" (

+18/ )

= 3

'-101

5 16/"

4'-5

5 8/ "

411 16/

"

11 16/ "

33 8/ "

1113 16/ "

8'-103 8/ "

7SP @ 1'-0

7 8/ " (+1 16/ ) = 7'-6

3 16/ "

11"

1 1116/

"

2"

2"

6"

10"

7T @ 11" = 6'-5"

4'-414/ "

7'-8"

4"RD

4'-10"

9"

c39a9 (N/S)

a13 (N/S)

35S1

a8 (N/S)

a16 (N/S)

a8 (N/S)

a8 (N/S)

c37

a35 (N/S)

p44 (N/S)

6"

112/ "

212/ " 214/ "

10"

a35

c37

a13

2 - 1316/ " x 1"HORZ. SLOTS

A - A

112/ "

214/ " 212/ "

10"

6"

a8

a9

c39

2 - 1316/ " x 1"HORZ. SLOTS

B - B

ONE - STRINGER MARKED - 35S2MC12X10.6 FAB-

7R @

611

16/" (

-18/ )

=3'

-101

5 16/"

411 16/

"

4'-5

5 8/ "

p35

9'-0 1516/ "

C

C

6"

7T @ 11" =6'-5"

3"

2"

2"

2"

111 16/

"31

.36

7516/

"

12"

7SP @ 1'-0 78/ " (+ 1

16/ ) =7'-6 316/ "

11 1316/ "

2 916/ "

1 116/ "

3 38/ "

3'-0"

11"

p40

c38a16 (N/S)

35S2

p44 (N/S)p40(SHIP LOOSE)12

"

1178/ "

738/ "

101 2/ "

p35

35S2

C - C

Page 6: Tekla Structures drawing - G [18]stevenwinfree.com/HOLIDAY_INN_STAIR.pdf · 12/01/08 plot date: shop finish 1-s/c red oxide surface prep standard shop notes apex steel corporation

12/01/08

1 12/01/08 RELEASED FOR FABRICATIONSLW

JF

PROJ.MGR: JNS

PLOT DATE: 12/01/2008 08:50:35am

E70-XX

3/4" - A325N

13/16"

SSPC-SP2

1-S/C RED OXIDESHOP FINISH

SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE

STANDARD SHOP NOTES APEX STEEL CORPORATION301 PETFINDERS LANE

RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER

STAIR #2 ASSEMBLY DRAWINGS

HELM BUILDERS, LLC

ISOM HAM ARCHITECTS

TAYLOR & VIOLA ENGINEERING

HOLIDAY INN GORMAN RD & I-40, RALEIGH, NC

DRAWING NO.

36REV. 1

70456APEX STEEL PROJECT NUMBER

DRAWN BY:

CHECKED BY:

SLW

REV BY DATE DESCRIPTION

(Unless Noted Otherwise)

GRADE DESCRIPTIONMARKQTY.SHIP MARKPIECE

FINISHLENGTH COMMENTSTOTAL

BILL OF MATERIALUNIT

QTY.

36S1 STRINGER 2

L2X2X3/16 4'-10 1/2"A36 2 ANGLE a12

L2X2X3/16 3'-5 5/16"A36 2 ANGLE a18

L6 X3 1/2X1/4 0'-3"A36 8 ANGLE a8

MC12X10.6 10'-11 15/16"A36 2 STRINGER c41

MC12X10.6 3'-8 7/16"A36 2 STRINGER c42

MC12X10.6 5'-10"A36 2 STRINGER c43

PL3/16x1 1/2 1'-1 9/16"A36 18 PLATE p44

36S2 STRINGER 1

MC12X10.6 10'-8 7/8"A36 1 STRINGER c28

PL1/4x1 5/16 0'-2 3/8"A36 1 PLATE p37

PL1/4x5 3/4 0'-7 3/8"A36 1 PLATE p36

PL3/16x1 1/2 1'-1 9/16"A36 9 PLATE p44

2 - STRINGERS MARKED - 36S1MC12X10.6 FAB-

316/3 SIDES

6"

112/ " 10

"

214/ " 212/ "

a12 a8

c43

A - A

A

A

11 16/ "

2"

31.08

33 8/ "

1115 16/ "

10'-1115 16/ " 1 11

16/

"

9"9SP @

1'-1" (+1 4/ ) =9'-7

9 16/ "

3516/ "

3"

5'-6

5 16/"

714/ "

12"

4'-414/ "

9T @ 11" =8'-3"

5'-10"

3516/ " 4"

10" 6"

6"

10"9"

2"

9R @

65 8/ "

(+1 16/

) =4'

-111

1 16/"

411 16/

"

p44 (N/S)36S1

a12 (N/S)

a18 (N/S)

a8 (N/S)a8 (N/S)

c42

c43

a8 (N/S)a8 (N/S)

ONE - STRINGER MARKED - 36S2MC12X10.6 FAB-

p36(SHIP LOOSE)

9T @ 11" =8'-3"

2"

9R @

65 8/ "

(+1 16/

) =4'

-111

1 16/"

5'-6

5 16/"

2"

3"

2 916/ "

7 18/ "

2 916/ "

1 116/ "

10'-8 78/ "

9R @ 1'-0 1316/ " (+ 1

4/ ) =9'-7 916/ "

111 16/

"

714/ "

12"

31.0

8

3"

36S2

p37

p44 (N/S)

Page 7: Tekla Structures drawing - G [18]stevenwinfree.com/HOLIDAY_INN_STAIR.pdf · 12/01/08 plot date: shop finish 1-s/c red oxide surface prep standard shop notes apex steel corporation

12/01/08

1 12/01/08 RELEASED FOR FABRICATIONSLW

JF

PROJ.MGR: JNS

PLOT DATE: 12/01/2008 08:51:36am

E70-XX

3/4" - A325N

13/16"

SSPC-SP2

1-S/C RED OXIDESHOP FINISH

SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE

STANDARD SHOP NOTES APEX STEEL CORPORATION301 PETFINDERS LANE

RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER

STAIR #2 ASSEMBLY DRAWINGS

HELM BUILDERS, LLC

ISOM HAM ARCHITECTS

TAYLOR & VIOLA ENGINEERING

HOLIDAY INN GORMAN RD & I-40, RALEIGH, NC

DRAWING NO.

37REV. 1

70456APEX STEEL PROJECT NUMBER

DRAWN BY:

CHECKED BY:

SLW

REV BY DATE DESCRIPTION

(Unless Noted Otherwise)

GRADE DESCRIPTIONMARKQTY.SHIP MARKPIECE

FINISHLENGTH COMMENTSTOTAL

BILL OF MATERIALUNIT

QTY.

37S1 STRINGER 1

L2X2X3/16 3'-4 5/16"A36 1 ANGLE a9

L2X2X3/16 4'-10 1/2"A36 1 ANGLE a12

L2X2X3/16 1'-8 1/2"A36 1 ANGLE a17

L6 X3 1/2X1/4 0'-3"A36 3 ANGLE a8

L6 X3 1/2X1/4 0'-3"A36 1 ANGLE a35

MC12X10.6 8'-10 3/8"A36 1 STRINGER c36

MC12X10.6 7'-0 3/8"A36 1 STRINGER c37

MC12X10.6 4'-4 1/4"A36 1 STRINGER c39

PL3/16x1 1/2 1'-1 9/16"A36 7 PLATE p44

37S2 STRINGER 1

L2X2X3/16 1'-8 1/2"A36 1 ANGLE a17

MC12X10.6 9'-0 15/16"A36 1 STRINGER c30

MC12X10.6 1'-5 3/8"A36 1 STRINGER c40

PL1/4x1 5/16 0'-2 7/16"A36 1 PLATE p35

PL1/4x7 3/8 0'-10 9/16"A36 1 PLATE p40

PL3/16x1 1/2 1'-1 9/16"A36 7 PLATE p44

ONE - STRINGER MARKED - 37S1MC12X10.6 FAB-

316/3 SIDES

212/ "214/ "

6"

10"

112/ "

a8

a9

c39

B - B

316/ 3 SIDES

10" 6"

112/ "

214/ "212/ "2 - 1316/ " x 1"HORZ. SLOTS

c37

a35a12

A - A

A

A

B

B

9"

3516/ "

2"

7R @

611

16/" (

+18/ )

= 3

'-101

5 16/"

1 1116/

"

4'-5

5 8/ "

411 16/

"

2"

8'-103 8/ "

7SP @ 1'-0

7 8/ " (+1 16/ ) = 7'-6

3 16/ "

11 16/ "

1113 16/ "

4"RD

4"

6"

10"

7T @ 11" = 6'-5"

7516/

"

12"

9"1'-2516/ " 11"

7'-8"

10" 6"

a8 (N/S)

p44 (N/S)

a9 (N/S)

a8 (N/S)

37S1

a12 (N/S)

a35 (N/S) a17 (N/S)

c37

c39

a8 (N/S)

31.36

4'-414/ "

ONE - STRINGER MARKED - 37S2MC12X10.6 FAB-

7R @

611

16/" (

+18/ )

= 3

'-101

5 16/"

7SP @ 1'-0 78/ " (+ 1

16/ ) = 7'-6 316/ "

2"

111 16/

"

C

C

3"

7T @ 11" =6'-5"

11"

2'-1"

6"

411 16/

"

2"

4'-5

5 8/ "

9'-0 1516/ "

1 116/ "

2 916/ "

11 1316/ "

31.3

6

7516/

"

12"

p35

p40

c40

p44 (N/S)

a17 (N/S)

37S2p40(SHIP LOOSE)

12"

1178/ "

101 2/ "

7916/ "

p35

p44

37S2

C - C

Page 8: Tekla Structures drawing - G [18]stevenwinfree.com/HOLIDAY_INN_STAIR.pdf · 12/01/08 plot date: shop finish 1-s/c red oxide surface prep standard shop notes apex steel corporation

12/01/08

1 12/01/08 RELEASED FOR FABRICATIONSLW

JF

PROJ.MGR: JNS

PLOT DATE: 12/01/2008 08:53:34am

E70-XX

3/4" - A325N

13/16"

SSPC-SP2

1-S/C RED OXIDESHOP FINISH

SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE

STANDARD SHOP NOTES APEX STEEL CORPORATION301 PETFINDERS LANE

RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER

STAIR #2 ASSEMBLY DRAWINGS

HELM BUILDERS, LLC

ISOM HAM ARCHITECTS

TAYLOR & VIOLA ENGINEERING

HOLIDAY INN GORMAN RD & I-40, RALEIGH, NC

DRAWING NO.

38REV. 1

70456APEX STEEL PROJECT NUMBER

DRAWN BY:

CHECKED BY:

SLW

REV BY DATE DESCRIPTION

(Unless Noted Otherwise)

GRADE DESCRIPTIONMARKQTY.SHIP MARKPIECE

FINISHLENGTH COMMENTSTOTAL

BILL OF MATERIALUNIT

QTY.

38A1 ANGLE 3

L3X3X1/4 4'-0 1/16"A36 3 ANGLE 38A1

38A2 ANGLE 3

L3X3X1/4 4'-6 13/16"A36 3 ANGLE 38A2

38A3 ANGLE 6

L3X3X1/4 5'-5 13/16"A36 6 ANGLE 38A3

38A4 ANGLE 6

L3X3X1/4 4'-0 1/16"A36 6 ANGLE 38A4

38S1 STRINGER 1

MC12X10.6 10'-8 7/8"A36 1 STRINGER c31

PL1/4x1 5/16 0'-5 3/4"A36 1 PLATE p9

PL1/4x1 5/16 0'-2 3/8"A36 1 PLATE p37

PL3/16x1 1/2 1'-1 9/16"A36 9 PLATE p44

38S2 STRINGER 1

L2X2X3/16 4'-10 1/2"A36 1 ANGLE a12

L6 X3 1/2X1/4 0'-3"A36 1 ANGLE a8

L6 X3 1/2X1/4 0'-3"A36 1 ANGLE a35

MC12X10.6 5'-8 1/2"A36 1 STRINGER c45

38S3 STRINGER 1

MC12X10.6 4'-9"A36 1 STRINGER 38S3

ONE - STRINGER MARKED - 38S1MC12X10.6 FAB-

31.0

8

714/ "

12"

111 16/

"

2"

9T @ 11" =8'-3"

2 916/ "

1 116/ "

2 916/ "

7 18/ "

10'-8 78/ "

9SP @ 1'-0 1316/ " (+ 1

4/ ) =9'-7 916/ "

2"

5'-6

5 16/"

9R @

65 8/ "

(+1 16/

) =4'

-111

1 16/"

38S1

p37

p44 (N/S)

p9

ONE - STRINGER MARKED - 38S2MC12X10.6 FAB-

10"

A

A

6"

5'-8916/ " (MC12X10.6 x 5'-812/ ")

6"

9"

4"11316/ "

38S2

a12 (N/S)

a8 (N/S)a35 (N/S)

316/ 3 SIDES

214/ "212/ "

6"

112/ "10

"

2 - 1316/ " x 1"HORZ. SLOTS 38S2

a12

a35

A - A

ONE - STRINGER MARKED - 38S3MC12X10.6 FAB-

212/ "214/ "

RD

9"EL

32'-3

" MC12X10.6 x 4'-9"

38S3

3 - ANGLES MARKED - 38A1L3X3X1/4 FAB-

4'-0116/ "

134/ "

158/ "RD

3'-10916/ "

5 8/

134/ "

38A1

3 - ANGLES MARKED - 38A2L3X3X1/4 FAB-

5 8/

134/ "

134/ "

4'-5516/ "158/ "RD

4'-61316/ "

38A2

6 - ANGLES MARKED - 38A3L3X3X1/4 FAB-

5 8/

134/ "

134/ "

5'-4516/ "158/ "RD

5'-51316/ "

38A3

6 - ANGLES MARKED - 38A4L3X3X1/4 FAB-

134/ "

4'-0116/ "

134/ "

5 8/

158/ "RD

3'-10916/ "

38A4

Page 9: Tekla Structures drawing - G [18]stevenwinfree.com/HOLIDAY_INN_STAIR.pdf · 12/01/08 plot date: shop finish 1-s/c red oxide surface prep standard shop notes apex steel corporation

12/01/08

1 12/01/08 RELEASED FOR FABRICATIONSLW

JF

PROJ.MGR: JNS

PLOT DATE: 12/01/2008 08:54:54am

E70-XX

3/4" - A325N

13/16"

SSPC-SP2

1-S/C RED OXIDESHOP FINISH

SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE

STANDARD SHOP NOTES APEX STEEL CORPORATION301 PETFINDERS LANE

RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER

STAIR #2 ASSEMBLY DRAWINGS

HELM BUILDERS, LLC

ISOM HAM ARCHITECTS

TAYLOR & VIOLA ENGINEERING

HOLIDAY INN GORMAN RD & I-40, RALEIGH, NC

DRAWING NO.

39REV. 1

70456APEX STEEL PROJECT NUMBER

DRAWN BY:

CHECKED BY:

SLW

REV BY DATE DESCRIPTION

(Unless Noted Otherwise)

GRADE DESCRIPTIONMARKQTY.SHIP MARKPIECE

FINISHLENGTH COMMENTSTOTAL

BILL OF MATERIALUNIT

QTY.

39H1 CHANNEL 2

C6X10.5 9'-1 1/4"A36 2 CHANNEL w60

PL3/8x3 0'-4"A36 6 BAR b4

39S1 STRINGER 1

L2X2X3/16 1'-9 13/16"A36 1 ANGLE a10

L2X2X3/16 1'-9 7/16"A36 1 ANGLE a11

L2X2X3/16 1'-9 15/16"A36 2 ANGLE a28

MC12X10.6 9'-4 1/4"A36 1 STRINGER c22

PL3/8x3 0'-4"A36 3 BAR b5

39S2 STRINGER 3

L2X2X3/16 1'-9 13/16"A36 3 ANGLE a10

L2X2X3/16 1'-9 7/16"A36 3 ANGLE a11

L2X2X3/16 1'-9 15/16"A36 6 ANGLE a28

MC12X10.6 9'-4 1/4"A36 3 STRINGER c20

PL3/8x3 0'-4"A36 9 BAR b5

39S3 STRINGER 2

L2X2X3/16 1'-9 13/16"A36 2 ANGLE a10

L2X2X3/16 1'-9 7/16"A36 2 ANGLE a11

L2X2X3/16 1'-9 15/16"A36 4 ANGLE a28

MC12X10.6 9'-4 1/4"A36 2 STRINGER c14

PL3/8x3 1/4 0'-4"A36 6 BAR b8

ONE - STRINGER MARKED - 39S1MC12X10.6 FAB-

316/ Typ

734/ " 6"

134/ "

39S1

b5a28

1 - 1316/ " x 1"HORZ. SLOTS

A - A

A

A

10"

MC12X10.6 x 9'-414/ "

212/ "8'-10"

212/ "334/ "RD

2'-7516/ "412/ "RD

7'-11516/ "4'-1058/ "

38/

6"

10" 6"

38/ 38/

2'-21516/ " 6'-9916/ "4'-614/ "

b5 (N/S) b5 (N/S)

39S1

b5 (N/S)

a10 (N/S)

a11 (N/S)

a28 (N/S) a28 (N/S)

3 - STRINGERS MARKED - 39S2MC12X10.6 FAB-

39S2

316/ Typ

2"

134/ "

734/ " 6"

a28

b5

1 - 1316/ " x 1"HORZ. SLOTS

B - B212/ "

8'-10"212/ "

334/ "RD

10" 6"

10"

MC12X10.6 x 9'-414/ "

B

B

38/

6"

4'-1058/ " 7'-11516/ "2'-7516/ "412/ "

2'-21516/ " 4'-614/ " 6'-9916/ "38/38/

b5 (N/S)

a11 (N/S)

a28 (N/S) a28 (N/S) a10 (N/S)

b5 (N/S)b5 (N/S)

39S2

2 - STRINGERS MARKED - 39S3MC12X10.6 FAB-

316/ Typ

2"

134/ "

6"

734/ "

a28b8

39S3

1 - 1316/ " x 1"HORZ. SLOTS

C - C

C

C212/ "

8'-10"212/ "

334/ "RD

38/EL26

'-85 8/ "

6'-9916/ "4'-614/ "2'-21516/ "

10"

7'-11516/ "2'-7516/ "412/ "RD

4'-1058/ "

10"6"

38/ 38/

6"

MC12X10.6 x 9'-414/ "

a11 (N/S)

a28 (N/S) a10 (N/S)

b8 (N/S)b8 (N/S)

a28 (N/S)

b8 (N/S)

39S3

2 - CHANNELS MARKED - 39H1C6X10.5 FAB-

D

D

C6X10.5 x 9'-114/ "

3" 3"

2'-41316/ " 4'-818/ " 6'-11716/ "

214/ "RD

212/ "8'-812/ " 212/ "

38/38/ 38/

39H1

b4b4 b4

D - D

316/ Typ

134/ "

2" 2516/ "

1 - 1316/ " x 1"HORZ. SLOTS 39H1

b4

Page 10: Tekla Structures drawing - G [18]stevenwinfree.com/HOLIDAY_INN_STAIR.pdf · 12/01/08 plot date: shop finish 1-s/c red oxide surface prep standard shop notes apex steel corporation

12/01/08

1 12/01/08 RELEASED FOR FABRICATIONSLW

JF

PROJ.MGR: JNS

PLOT DATE: 12/01/2008 08:57:03am

E70-XX

3/4" - A325N

13/16"

SSPC-SP2

1-S/C RED OXIDESHOP FINISH

SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE

STANDARD SHOP NOTES APEX STEEL CORPORATION301 PETFINDERS LANE

RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER

STAIR #2 ASSEMBLY DRAWINGS

HELM BUILDERS, LLC

ISOM HAM ARCHITECTS

TAYLOR & VIOLA ENGINEERING

HOLIDAY INN GORMAN RD & I-40, RALEIGH, NC

DRAWING NO.

40REV. 1

70456APEX STEEL PROJECT NUMBER

DRAWN BY:

CHECKED BY:

SLW

REV BY DATE DESCRIPTION

(Unless Noted Otherwise)

GRADE DESCRIPTIONMARKQTY.SHIP MARKPIECE

FINISHLENGTH COMMENTSTOTAL

BILL OF MATERIALUNIT

QTY.

40H1 CHANNEL 1

C6X10.5 9'-1 1/4"A36 1 CHANNEL w60

PL3/8x3 0'-4"A36 3 BAR b9

40H2 CHANNEL 2

C6X10.5 9'-1 1/4"A36 2 CHANNEL w56

PL3/8x3 0'-4"A36 6 BAR b4

40H3 CHANNEL 1

C6X10.5 9'-1 1/4"A36 1 CHANNEL w56

PL3/8x3 0'-4"A36 3 BAR b9

40R1 PIPE 1

PIPE_1-1/4''Ø_SCH._40 4'-8 5/16"A53 1 PIPE t41

PIPE_1-1/4''Ø_SCH._40 4'-7 1/2"A53 1 PIPE t4

PIPE_1-1/4''Ø_SCH._40 3'-4"A53 1 PIPE t9

ROD1/2 2'-10 13/16"A53 12 PIPE t25 ONE - CHANNEL MARKED - 40H1C6X10.5 FAB-

A

A

3"3"

C6X10.5 x 9'-114/ "

2'-41316/ " 4'-818/ " 6'-11716/ "

214/ "RD

212/ "8'-812/ " 212/ "

38/ 38/38/

40H1

b9b9 b9

40H1

316/ Typ

134/ "

2516/ "2"

1 - 1316/ " x 1"HORZ. SLOTS

b9

A - A

2 - CHANNELS MARKED - 40H2C6X10.5 FAB-

B

B

3"3"

C6X10.5 x 9'-114/ "

2'-41316/ " 4'-818/ " 6'-11716/ "

214/ "RD

212/ "8'-812/ " 212/ "

38/ 38/38/

b4b4 b4

40H2

2" 2516/ "

316/ Typ134/ "

1 - 1316/ " x 1"HORZ. SLOTS

b4

40H2

B - B

ONE - CHANNEL MARKED - 40H3C6X10.5 FAB-

C

C

3" 3"

C6X10.5 x 9'-114/ "

2'-41316/ " 4'-818/ " 6'-11716/ "

214/ "RD

212/ "8'-812/ " 212/ "

38/38/ 38/

b9 b9b9

40H340H3

316/ Typ

2" 2516/ "

134/ "

1 - 1316/ " x 1"HORZ. SLOTS

b9

C - C

ONE - PIPE MARKED - 40R1PIPE_1-1/4''Ø_ FAB-

4'-712/ "

COPE FOR 114/ "ØSCH. 40 PIPE

COPE FOR 114/ "ØSCH. 40 PIPE

11-t

25

438/ "MAX

3'-4

"

PIPE_1-14/ ''Ø_SCH._40 x 4'-8516/ "

2"

t4

t9

40R1

t25

Page 11: Tekla Structures drawing - G [18]stevenwinfree.com/HOLIDAY_INN_STAIR.pdf · 12/01/08 plot date: shop finish 1-s/c red oxide surface prep standard shop notes apex steel corporation

12/01/08

1 12/01/08 RELEASED FOR FABRICATIONSLW

JF

PROJ.MGR: JNS

PLOT DATE: 12/01/2008 08:58:21am

E70-XX

3/4" - A325N

13/16"

SSPC-SP2

1-S/C RED OXIDESHOP FINISH

SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE

STANDARD SHOP NOTES APEX STEEL CORPORATION301 PETFINDERS LANE

RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER

STAIR #2 RAILS DRAWINGS

HELM BUILDERS, LLC

ISOM HAM ARCHITECTS

TAYLOR & VIOLA ENGINEERING

HOLIDAY INN GORMAN RD & I-40, RALEIGH, NC

DRAWING NO.

41REV. 1

70456APEX STEEL PROJECT NUMBER

DRAWN BY:

CHECKED BY:

SLW

REV BY DATE DESCRIPTION

(Unless Noted Otherwise)

GRADE DESCRIPTIONMARKQTY.SHIP MARKPIECE

FINISHLENGTH COMMENTSTOTAL

BILL OF MATERIALUNIT

QTY.

41R1 PIPE 1

PIPE_1-1/4''Ø_SCH._40 10'-4 5/16"A53 1 PIPE t75

PIPE_1-1/4''Ø_SCH._40 4'-11 5/16"A53 2 PIPE t23

PIPE_1-1/4''Ø_SCH._40 0'-8 7/16"A53 1 PIPE t31

PIPE_1-1/4''Ø_SCH._40 3'-4"A53 1 PIPE t37

PIPE_1-1/4''Ø_SCH._40 1'-0"A53 1 PIPE t43

PIPE_1-1/4''Ø_SCH._40 3'-3 3/16"A53 1 PIPE t51

PIPE_1-1/4''Ø_SCH._40 1'-1 13/16"A53 1 PIPE t61

PIPE_1-1/4''Ø_SCH._40 15'-8 3/8"A53 1 PIPE t62

PIPE_1-1/4''Ø_SCH._40 1'-4 13/16"A53 1 PIPE t63

PIPE_1-1/4''Ø_SCH._40 3'-3 9/16"A53 1 PIPE t67

PIPE_1-1/4''Ø_SCH._40 0'-8 1/2"A53 1 PIPE t82

ROD1/2 0'-6 3/16"A36 3 ROD r1

ROD1/2 2'-7 7/8"A53 1 PIPE t39

ROD1/2 2'-10 1/4"A53 1 PIPE t52

ROD1/2 2'-10 1/4"A53 21 PIPE t57

41R2 PIPE 1

PIPE_1-1/4''Ø_SCH._40 12'-11 9/16"A53 1 PIPE 41R2

ONE - PIPE MARKED - 41R1PIPE_1-1/4''Ø_ FAB-

t51

(F/S

)

r1 (F/S)

B

B

A

A

32.10

12"

712/ "

438/MAX

4'-115 16/ "

4'-1013 16/ "

3'-4

"

4'-214/ " 4'-214/ "

t67

(F/S

)

r1 (F/S)

t31

t57

(F/S

)

t23 (F/S)

t82 (F/S)

41R1

t57

(F/S

)

t63

(F/S

)

t39 (N/S)

t37

(F/S

)

t43

r1 (F/S)

t52

(F/S

)

111 4/ "

11316/ "

4"

t62

t23 (F/S)

314/ "

1'-0"

612/ "

612/ "t61

t43t82

t62

A - A

OPEN

COPE FOR 114/ "ØSCH. 40 PIPE

41R1

COPE FOR 114/ "ØSCH. 40 PIPE

t51

16.6

0

42.1

9

5716/ "

314/ "

6516/ "

5716/ "

t23

t39

r1

t31

B - B

ONE - PIPE MARKED - 41R2PIPE_1-1/4''Ø_ FAB-

WALL BRACKETS6" FROM ENDS@ 5'-0" O.C. MAX

RET F/S

RET F/S

10'-97 8/ "

1'-0"

1'-0"

5'-9

"

32.0912"

712/ "

41R2

238/ " 41R2

TYP. RETURN

Page 12: Tekla Structures drawing - G [18]stevenwinfree.com/HOLIDAY_INN_STAIR.pdf · 12/01/08 plot date: shop finish 1-s/c red oxide surface prep standard shop notes apex steel corporation

12/01/08

1 12/01/08 RELEASED FOR FABRICATIONSLW

JF

PROJ.MGR: JNS

PLOT DATE: 12/01/2008 09:19:35am

E70-XX

3/4" - A325N

13/16"

SSPC-SP2

1-S/C RED OXIDESHOP FINISH

SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE

STANDARD SHOP NOTES APEX STEEL CORPORATION301 PETFINDERS LANE

RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER

STAIR #2 RAILS DRAWINGS

HELM BUILDERS, LLC

ISOM HAM ARCHITECTS

TAYLOR & VIOLA ENGINEERING

HOLIDAY INN GORMAN RD & I-40, RALEIGH, NC

DRAWING NO.

42REV. 1

70456APEX STEEL PROJECT NUMBER

DRAWN BY:

CHECKED BY:

SLW

REV BY DATE DESCRIPTION

(Unless Noted Otherwise)

GRADE DESCRIPTIONMARKQTY.SHIP MARKPIECE

FINISHLENGTH COMMENTSTOTAL

BILL OF MATERIALUNIT

QTY.

42R1 PIPE 1

PIPE_1-1/4''Ø_SCH._40 11'-8 3/16"A53 1 PIPE t76

PIPE_1-1/4''Ø_SCH._40 5'-6 7/8"A53 2 PIPE t22

PIPE_1-1/4''Ø_SCH._40 3'-4"A53 1 PIPE t37

PIPE_1-1/4''Ø_SCH._40 3'-3 9/16"A53 1 PIPE t44

PIPE_1-1/4''Ø_SCH._40 3'-3 3/16"A53 1 PIPE t51

PIPE_1-1/4''Ø_SCH._40 12'-8 1/2"A53 1 PIPE t74

PIPE_1-1/4''Ø_SCH._40 0'-6 1/4"A53 1 PIPE t81

ROD1/2 0'-6 3/16"A36 3 ROD r1

ROD1/2 2'-10 1/16"A53 26 PIPE t47

ROD1/2 2'-10 3/4"A53 1 PIPE t79

42R2 PIPE 1

PIPE_1-1/4''Ø_SCH._40 14'-0 5/8"A53 1 PIPE 42R2

ONE - PIPE MARKED - 42R1PIPE_1-1/4''Ø_ FAB-

t79

6716/ "

314/ "

B - B

COPE FOR 114/ "ØSCH. 40 PIPE

OPEN

COPE FOR 114/ "ØSCH. 40 PIPE

614/ "

2'-8

"

3'-4

"

614/ "

t22

t81

r1

t51

t37

314/ "

16.4

5

A - A

OPEN

638/ "

t74

r1

42R1

t22

4'-858/ "

5'-6 78/ "

5'-6 516/ "

t47

(N/S

)

r1 (N/S)

42R1

r1 (N/S)

r1 (N/S)

t81

t22 (N/S)

t22 (N/S)

t44

(N/S

)

t37

(N/S

)

t51

(N/S

)

B

B

3'-4

"

2'-8

"

314/ "

MAX438/

t74

t79 (F/S)

A

A

32.1

3

314/ "

3'-4

1 16/"

4'-858/ "

12"

7916/

"ONE - PIPE MARKED - 42R2

PIPE_1-1/4''Ø_ FAB-

238/ "

42R2

TYP. RETURN

RET N/S

RET N/S

WALL BRACKETS6" FROM ENDS@ 5'-0" O.C. MAX

12"

7916/

"31

.53

11'-10 78/ "

1'-0"

6'-4

"

1'-0"

42R2

Page 13: Tekla Structures drawing - G [18]stevenwinfree.com/HOLIDAY_INN_STAIR.pdf · 12/01/08 plot date: shop finish 1-s/c red oxide surface prep standard shop notes apex steel corporation

12/01/08

1 12/01/08 RELEASED FOR FABRICATIONSLW

JF

PROJ.MGR: JNS

PLOT DATE: 12/01/2008 09:23:16am

E70-XX

3/4" - A325N

13/16"

SSPC-SP2

1-S/C RED OXIDESHOP FINISH

SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE

STANDARD SHOP NOTES APEX STEEL CORPORATION301 PETFINDERS LANE

RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER

STAIR #2 RAILS DRAWINGS

HELM BUILDERS, LLC

ISOM HAM ARCHITECTS

TAYLOR & VIOLA ENGINEERING

HOLIDAY INN GORMAN RD & I-40, RALEIGH, NC

DRAWING NO.

43REV. 1

70456APEX STEEL PROJECT NUMBER

DRAWN BY:

CHECKED BY:

SLW

REV BY DATE DESCRIPTION

(Unless Noted Otherwise)

GRADE DESCRIPTIONMARKQTY.SHIP MARKPIECE

FINISHLENGTH COMMENTSTOTAL

BILL OF MATERIALUNIT

QTY.

43R1 PIPE 1

PIPE_1-1/4''Ø_SCH._40 11'-3 9/16"A53 1 PIPE t64

PIPE_1-1/4''Ø_SCH._40 3'-4"A53 1 PIPE t9

PIPE_1-1/4''Ø_SCH._40 3'-2 9/16"A53 1 PIPE t17

PIPE_1-1/4''Ø_SCH._40 4'-4 5/8"A53 1 PIPE t18

PIPE_1-1/4''Ø_SCH._40 4'-5 3/8"A53 1 PIPE t19

PIPE_1-1/4''Ø_SCH._40 1'-10 3/4"A53 1 PIPE t20

PIPE_1-1/4''Ø_SCH._40 0'-8 7/16"A53 1 PIPE t31

PIPE_1-1/4''Ø_SCH._40 3'-3 15/16"A53 2 PIPE t49

PIPE_1-1/4''Ø_SCH._40 3'-3 3/16"A53 1 PIPE t51

PIPE_1-1/4''Ø_SCH._40 12'-3 3/4"A53 1 PIPE t65

ROD1/2 0'-6 3/16"A36 4 ROD r1

ROD1/2 2'-10 1/4"A53 10 PIPE t52

ROD1/2 2'-10 1/8"A53 10 PIPE t56

ROD1/2 2'-10 3/4"A53 4 PIPE t68

ROD1/2 2'-8 11/16"A53 1 PIPE t83

43R2 PIPE 2

PIPE_1-1/4''Ø_SCH._40 10'-8 13/16"A53 2 PIPE 43R2

ONE - PIPE MARKED - 43R1PIPE_1-1/4''Ø_ FAB-

t49

t83

638/ "

314/ "

COPE FOR 114/ "ØSCH. 40 PIPE

OPEN

COPE FOR 114/ "ØSCH. 40 PIPE

614/ "

5716/ "

16.6

3

42.1

9

3'-4

3 4/ "

t31

r1

t18

B - B

t9

OPEN

3'-4

"

314/ "

2'-8

"

6516/ "

43R1

r1t65

t20

A - A

B

B

3'-9916/ "

4'-41 8/ "

4'-51 16/ "

438/MAX

t65

r1 (F/S)

t56

(F/S

)

t68

(F/S

)

r1 (F/S)

t19 (F/S)

r1 (F/S)

t31

t17

(F/S

)

r1 (F/S)

t18 (F/S)

43R1

t51

(F/S

)

A

A

314/ "

2'-8

"

3'-4

"

1'-1034/ "

31.36

12"

7516/

"

t9(F

/S)

t20 (F/S)

3'-81516/ "

t49

(NS/

FS) 314/ "

t83 (N/S)

t52

(F/S

)

2 - PIPES MARKED - 43R2PIPE_1-1/4''Ø_ FAB-

WALL BRACKETS6" FROM ENDS@ 5'-0" O.C. MAX

RET F/S

RET F/S

4'-5

5 8/ "

8'-71 16/ "

1'-0"

1'-0"

31.3612"

7516/

"

43R2

238/ "

43R2

TYP. RETURN

Page 14: Tekla Structures drawing - G [18]stevenwinfree.com/HOLIDAY_INN_STAIR.pdf · 12/01/08 plot date: shop finish 1-s/c red oxide surface prep standard shop notes apex steel corporation

12/01/08

1 12/01/08 RELEASED FOR FABRICATIONSLW

JF

PROJ.MGR: JNS

PLOT DATE: 12/01/2008 09:25:34am

E70-XX

3/4" - A325N

13/16"

SSPC-SP2

1-S/C RED OXIDESHOP FINISH

SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE

STANDARD SHOP NOTES APEX STEEL CORPORATION301 PETFINDERS LANE

RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER

STAIR #2 RAILS DRAWINGS

HELM BUILDERS, LLC

ISOM HAM ARCHITECTS

TAYLOR & VIOLA ENGINEERING

HOLIDAY INN GORMAN RD & I-40, RALEIGH, NC

DRAWING NO.

44REV. 1

70456APEX STEEL PROJECT NUMBER

DRAWN BY:

CHECKED BY:

SLW

REV BY DATE DESCRIPTION

(Unless Noted Otherwise)

GRADE DESCRIPTIONMARKQTY.SHIP MARKPIECE

FINISHLENGTH COMMENTSTOTAL

BILL OF MATERIALUNIT

QTY.

44R1 PIPE 1

PIPE_1-1/4''Ø_SCH._40 10'-5 7/8"A53 1 PIPE t77

PIPE_1-1/4''Ø_SCH._40 3'-3 13/16"A53 2 PIPE t7

PIPE_1-1/4''Ø_SCH._40 0'-6 1/4"A53 1 PIPE t32

PIPE_1-1/4''Ø_SCH._40 4'-11 11/16"A53 2 PIPE t33

PIPE_1-1/4''Ø_SCH._40 3'-3 1/16"A53 1 PIPE t40

PIPE_1-1/4''Ø_SCH._40 3'-3 3/16"A53 1 PIPE t51

PIPE_1-1/4''Ø_SCH._40 11'-6 1/8"A53 1 PIPE t73

ROD1/2 0'-6 3/16"A36 3 ROD r1

ROD1/2 2'-10 13/16"A53 1 PIPE t25

ROD1/2 2'-10"A53 24 PIPE t27

44R2 PIPE 2

PIPE_1-1/4''Ø_SCH._40 12'-10 1/4"A53 2 PIPE 44R2

ONE - PIPE MARKED - 44R1PIPE_1-1/4''Ø_ FAB-

B - B

OPEN6716/ "

15.8

1

314/ "

r1

t7

t33

t7

6716/ "

314/ "

A - A

COPE FOR 114/ "ØSCH. 40 PIPE

COPE FOR 114/ "ØSCH. 40 PIPE

OPEN

614/ "

2"

2'-8

"

3'-4

"

t25

t33

t51

t73

r1

t32

44R1

A

A

B

B

2-t2

7

2-t2

7

2-t2

7

2-t2

7

2-t2

7

2-t2

7

2-t2

7

2-t2

7

2-t2

7

2-t2

7

314/ "

438/MAX

4'-11 58/ "

4'-11 18/ "

4'-318/ "

4'-318/ "

2'-8

"

3'-4

"

3'-3

1316/

"

t27

(N/S

)

t25 (F/S)

r1 (N/S)

t27

(N/S

)

t51

(N/S

)

t27

(N/S

)

t7(N

/S)

t40

(N/S

)

r1 (N/S)

t73

r1 (N/S)

t33 (N/S)

t27

(N/S

)

t32

t7(N

/S)

44R1

t33 (N/S)

314/ "

12"

714/ "

31.0

8

2 - PIPES MARKED - 44R2PIPE_1-1/4''Ø_ FAB-

WALL BRACKETS6" FROM ENDS@ 5'-0" O.C. MAX

RET N/S

RET N/S

31.1

0

12"

714/ "

1'-0"

10'-8 12/ "

5'-8

"

5'-6

5 16/"

1'-0"

44R2 238/ "

44R2

TYP. RETURN

Page 15: Tekla Structures drawing - G [18]stevenwinfree.com/HOLIDAY_INN_STAIR.pdf · 12/01/08 plot date: shop finish 1-s/c red oxide surface prep standard shop notes apex steel corporation

12/01/08

1 12/01/08 RELEASED FOR FABRICATIONSLW

JF

PROJ.MGR: JNS

PLOT DATE: 12/01/2008 09:27:05am

E70-XX

3/4" - A325N

13/16"

SSPC-SP2

1-S/C RED OXIDESHOP FINISH

SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE

STANDARD SHOP NOTES APEX STEEL CORPORATION301 PETFINDERS LANE

RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER

STAIR #2 RAILS DRAWINGS

HELM BUILDERS, LLC

ISOM HAM ARCHITECTS

TAYLOR & VIOLA ENGINEERING

HOLIDAY INN GORMAN RD & I-40, RALEIGH, NC

DRAWING NO.

45REV. 1

70456APEX STEEL PROJECT NUMBER

DRAWN BY:

CHECKED BY:

SLW

REV BY DATE DESCRIPTION

(Unless Noted Otherwise)

GRADE DESCRIPTIONMARKQTY.SHIP MARKPIECE

FINISHLENGTH COMMENTSTOTAL

BILL OF MATERIALUNIT

QTY.

45R1 PIPE 1

PIPE_1-1/4''Ø_SCH._40 10'-4 9/16"A53 1 PIPE t78

PIPE_1-1/4''Ø_SCH._40 3'-4"A53 1 PIPE t9

PIPE_1-1/4''Ø_SCH._40 4'-4 5/8"A53 1 PIPE t18

PIPE_1-1/4''Ø_SCH._40 4'-5 3/8"A53 1 PIPE t19

PIPE_1-1/4''Ø_SCH._40 0'-11 3/4"A53 1 PIPE t24

PIPE_1-1/4''Ø_SCH._40 0'-8 7/16"A53 1 PIPE t31

PIPE_1-1/4''Ø_SCH._40 3'-3 15/16"A53 1 PIPE t49

PIPE_1-1/4''Ø_SCH._40 3'-3 3/16"A53 1 PIPE t51

PIPE_1-1/4''Ø_SCH._40 3'-3 9/16"A53 1 PIPE t67

PIPE_1-1/4''Ø_SCH._40 11'-3 7/16"A53 1 PIPE t80

ROD1/2 0'-6 3/16"A36 4 ROD r1

ROD1/2 2'-10 1/8"A53 19 PIPE t66

ROD1/2 2'-10 3/4"A53 1 PIPE t68

ROD1/2 2'-10 11/16"A53 1 PIPE t71

ROD1/2 2'-8 11/16"A53 1 PIPE t83

ROD1/2 2'-10 1/8"A53 1 PIPE t84

ONE - PIPE MARKED - 45R1PIPE_1-1/4''Ø_ FAB-

B

B

3'-9916/ "

4'-41 8/ "

4'-51 16/ "

t24 (F/S)

t31

t83 (N/S)

r1 (F/S)

t66

(F/S

)

t19 (F/S)

t80

t51

(F/S

)

t84

(F/S

)

45R1

t67

(F/S

)

r1 (F/S)

t18 (F/S)

t66

(F/S

)

r1 (F/S)

t49

(F/S

)

t68

(F/S

)

r1 (F/S)

A

A

3'-4

"

1134/ "

314/ "

2'-8

"

12"

7516/

"

31.36

t71

(F/S

)

t9(F

/S)

3'-81516/ "

314/ "

OPEN

2'-8

"

314/ "

6516/ "

t24

r1

t80

45R1

t9

t68

A - A

r1

314/ "

t83

6516/ "

COPE FOR 114/ "ØSCH. 40 PIPE

OPEN

COPE FOR 114/ "ØSCH. 40 PIPE

614/ "

5716/ "

42 3

16/16

10 16/

3'-4

3 4/ "

t18

t31

t49

B - B

Page 16: Tekla Structures drawing - G [18]stevenwinfree.com/HOLIDAY_INN_STAIR.pdf · 12/01/08 plot date: shop finish 1-s/c red oxide surface prep standard shop notes apex steel corporation

12/01/08

1 12/01/08 RELEASED FOR FABRICATIONSLW

JF

PROJ.MGR: JNS

PLOT DATE: 12/01/2008 09:28:46am

E70-XX

3/4" - A325N

13/16"

SSPC-SP2

1-S/C RED OXIDESHOP FINISH

SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE

STANDARD SHOP NOTES APEX STEEL CORPORATION301 PETFINDERS LANE

RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER

STAIR #2 RAILS DRAWINGS

HELM BUILDERS, LLC

ISOM HAM ARCHITECTS

TAYLOR & VIOLA ENGINEERING

HOLIDAY INN GORMAN RD & I-40, RALEIGH, NC

DRAWING NO.

46REV. 1

70456APEX STEEL PROJECT NUMBER

DRAWN BY:

CHECKED BY:

SLW

REV BY DATE DESCRIPTION

(Unless Noted Otherwise)

GRADE DESCRIPTIONMARKQTY.SHIP MARKPIECE

FINISHLENGTH COMMENTSTOTAL

BILL OF MATERIALUNIT

QTY.

46R1 PIPE 1

PIPE_1-1/4''Ø_SCH._40 10'-0 7/8"A53 1 PIPE t34

PIPE_1-1/4''Ø_SCH._40 3'-3 7/8"A53 1 PIPE t7

PIPE_1-1/4''Ø_SCH._40 3'-4"A53 1 PIPE t9

PIPE_1-1/4''Ø_SCH._40 5'-0 1/4"A53 1 PIPE t21

PIPE_1-1/4''Ø_SCH._40 4'-11 11/16"A53 1 PIPE t33

PIPE_1-1/4''Ø_SCH._40 3'-3 1/16"A53 1 PIPE t40

PIPE_1-1/4''Ø_SCH._40 12'-0 3/16"A53 1 PIPE t72

ROD1/2 0'-6 3/16"A36 3 ROD r1

ROD1/2 2'-10 1/8"A53 23 PIPE t47

ROD1/2 2'-10 5/8"A53 1 PIPE t48

ONE - PIPE MARKED - 46R1PIPE_1-1/4''Ø_ FAB-

t72

r1

B - B

OPEN

15 1

3 16/

314/ "

638/ "

46R1

t33

t7

r1

2'-8

"

314/ "

1'-0"

t9

t21

A - A

46R1

t72

r1 (N/S)

A

A

B

B

3'-3

1316/

"

4'-11 916/ "

4'-11 58/ "

4'-3916/ "t4

7

t47

t47

t7

t40

t47

t33

t47

t47

t47

t47

t9

t47

r1 (N/S)

t47

t47

t48

t47

t47

t47

t47

3'-4

"2'

-8"

512/ "

314/ "

2316/ "

t47

t47

t21

t47

t47

314/ "

31.0

8

12"

714/ "

4'-318/ "

t47

t47

t47

r1 (N/S)

t47