6
Tekla structures REV. Project No. : Detailer : Project : Status : DraftingServices.com Not Set SEAL ENGINEER DATE BY DESCRIPTION Comment: Holes: Client: Weld: E70XXELECT Drawing No. Grade: Coating: Date: 04-17-2018 Phase: Checker: M-00 0 04/17/18 ISSUED FOR APPROVAL 1 ISOMETRIC VIEW SCALE: 1" = 1'-0"

M-00 Tekla structures - draftingservices.com · Tekla structures REV. Project No. : Detailer : Project : Status : DraftingServices.com Not Set SEAL ENGINEER DATE BY DESCRIPTION Comment:

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Tekl

a st

ruct

ures

REV.

Project No. :

Detailer :

Project :

Status :

DraftingServices.com

Not Set

SEAL ENGINEER

DATE BY DESCRIPTION

Comment:

Holes: Client:

Weld: E70XXELECT Drawing No.

Grade:

Coating:

Date: 04-17-2018

Phase:

Checker: M-00

0 04/17/18 ISSUED FOR APPROVAL1

ISOMETRIC VIEWSCALE: 1" = 1'-0"

Tekl

a st

ruct

ures

REV.

Project No. :

Detailer :

Project :

Status :

DraftingServices.com

Not Set

SEAL ENGINEER

DATE BY DESCRIPTION

Comment:

Holes: Client:

Weld: E70XXELECT Drawing No.

Grade:

Coating:

Date: 04-17-2018

Phase:

Checker: M-01

0 04/17/18 ISSUED FOR APPROVAL1

PLAN VIEW @ FRONT STAIRSSCALE: 1" = 1'-0"

ANCHOR BOLT PLAN @ FRONT STAIRSCALE: 1" = 1'-0"

AM-01

AM-01

4'-10"

A - ASCALE: 1 12/ " = 1'-0"

4'-312/ "

4'-4

"LA

ND

ING

4M-04

4M-04

3M-03

3M-03

4'-4

"

B1M

C12

X10.

6

B2 MC12X10.6

9'-1"10 TREADS @ 10

3'-8

"LA

ND

ING

2M-02

2M-02

1M-02

1M-02

SS2 MC12X10.6

8'-1116/ "

B6 MC12X10.6

SS3 MC12X10.6

SS1

MC

12X1

0.6

B3C

8X11

.5M4 L2X2X316/

SS3 MC12X10.6

M1

L3X3

X1 4/

M1

L3X3

X1 4/

B4 MC12X10.6

11"

B1M

C12

X10.

6

M1

L3X3

X1 4/

2'-6

"3

TREA

DS

@ 1

0

112/ "

3'-612/ "INSIDE/INSIDE STRINGER

3'-912/ "OUT/OUT STRINGER

SS4

MC

12X1

0.6

SS6

MC

12X1

0.6

B3 C8X11.5

3'-9"LANDING

SS6

MC

12X1

0.6

SS3 MC12X10.6

M11

L2X2

X3 1

6/

1'-0

"

4'-312/ "

312/ "

312/ "

312/ "

312/ "

3'-5

1 2/ "

312/ " 312/ "

312/ "

312/ "

1C1 FL12/ "X10"(B/PL EL. 5'-412/ " )

312/ "

9'-9516/ "

1'-61116/ "

312/ "

312/ "

312/ "

312/ "312/ "

312/ "

312/ " 312/ "

C2 FL12/ "X10"(B/PL EL. 5'-412/ " )

1C1 FL12/ "X10"(B/PL EL. 5'-412/ " )

1C1 FL12/ "X10"(B/PL EL. 5'-412/ " )

1C1 FL12/ "X10"(B/PL EL. 5'-412/ " )

3'-2316/ "

312/ "312/ " 312/ "312/ "

312/ "

312/ "

312/ "

312/ "

312/ "

1C1 FL12/ "X10"(B/PL EL. 5'-412/ " )

312/ "312/ "312/ "312/ "

3'-512/ "

312/ "

312/ "

312/ "312/ "

312/ "

312/ "

312/ " 312/ "

312/ "

312/ "

3'-2

3 16/"

C3 FL12/ "X10"(B/PL EL. 5'-412/ " )

C3 FL12/ "X10"(B/PL EL. 5'-412/ " )

C3 FL12/ "X10"(B/PL EL. 5'-412/ " )

C3 FL12/ "X10"(B/PL EL. 5'-412/ " )

6"

112/ " 7" 112/ "

14/TYP

12/ " GROUT

FL12/ "X10" X 0'-10"

HSS4X4X38/

Tekl

a st

ruct

ures

REV.

Project No. :

Detailer :

Project :

Status :

DraftingServices.com

Not Set

SEAL ENGINEER

DATE BY DESCRIPTION

Comment:

Holes: Client:

Weld: E70XXELECT Drawing No.

Grade:

Coating:

Date: 04-17-2018

Phase:

Checker: M-02

0 04/17/18 ISSUED FOR APPROVAL1

4'-10"

2 - 2SCALE: 1 12/ " = 1'-0"

4'-10"

1 - 1SCALE: 1 12/ " = 1'-0"

2'-1

0"

2'-11516/ "

3'-13 16/ "

2'-6"3 TREADS @ 10

3'-8"LANDING

10"

7516/

"

2 18/ "

1"

1"2'-5

5 16/"

4 R

ISER

S @

7 3

8/

HSS1-12/ "X1-12/ "X14/ "POSTS @ 4'-0" O.C. MAX.

MC10X10.6STRINGER

a1 L1-14/ X1-14/ X316/ (TYP)

L1 L3-12/ X3-12/ X38/ X 0'-4"

14/ " END CAPm2

1 12/ " SCH. 40HANDRAIL

34/ " PICKETS

HSS1-12/ "X1-12/ "X14/ "TOP & BOTTOM RAIL

3'-2316/ "

113 16/

"

3"6"

3"65

16/"

2"

BP1 FL12/ "X10" X 0'-10"

C3 HSS4X4X38/ BP1 FL12/ "X10" X 0'-10"

C3 HSS4X4X38/

M9 L2X2X316/ X 2'-5 34/ "

a9 L4X4X38/ X 0'-6"a8 L4X4X38/ X 0'-6"

B3 C8X11.5 SS3

m6

SS4

BR2

BR5BR2

HR8

HP7HP6

HR5

HR4

2'-11516/ "

3'-1 316/ "

3'-8"LANDING

2'-6"3 TREADS @ 10

3'-6

"

2'-1

0"

4"

HSS1-12/ "X1-12/ "X14/ "TOP & BOTTOM RAIL

BR6

BR4

HP9

B3 C8X11.5

M9 L2X2X316/ X 2'-5 34/ "

a8 L4X4X38/ X 0'-6"

3'-2316/ "

3"6" 61

8/ "3"

6"

SS6

m8

a9 L4X4X38/ X 0'-6"

BR7

p4 FL38/ "X4" X 0'-4"

m8 MC12X10.6

BP1 FL12/ "X10" X 0'-10"

C3 HSS4X4X38/

C3 HSS4X4X38/

3916/ "4" MAX

112/ "

HR8

TR9

HP10

pkt6

12/ " ROUNDBAR BRACKET

34/ " PICKETSTR11 HR11

7516/

"

2'-5

5 16/"

4 R

ISER

S @

7 3

8/

218/ "

4"

1"

10"

1"

a1 L1-14/ X1-14/ X316/ (TYP)

HP8

1 12/ CONCRETE FILL

14/ " END CAP

MC10X10.6STRINGER

BR3

m3

L1 L3-12/ X3-12/ X38/ X 0'-4"

312/ "4" MAX

HSS1-12/ "X1-12/ "X14/ "POSTS @ 4'-0" O.C. MAX.

pkt3

1 12/ " SCH. 40HANDRAIL

TR10

HR10

Tekl

a st

ruct

ures

REV.

Project No. :

Detailer :

Project :

Status :

DraftingServices.com

Not Set

SEAL ENGINEER

DATE BY DESCRIPTION

Comment:

Holes: Client:

Weld: E70XXELECT Drawing No.

Grade:

Coating:

Date: 04-17-2018

Phase:

Checker: M-03

0 04/17/18 ISSUED FOR APPROVAL1

14'-0"

4'-10"

3 - 3SCALE: 1 12/ " = 1'-0"

9'-1116/ "11 TREADS @ 10

3'-81516/ "LANDING

6'-8

1 2/ "12

RIS

ERS

@ 7

38/

9'-9516/ "

10'-11 716/

"

9'-2

"15

RIS

ERS

@ 7

38/

FL38/ "X4" X 0'-4"

MC12X10.6 STRINGER

HSS1-12/ "X1-12/ "X14/ "POSTS @ 4'-0" O.C. MAX.

a8 L4X4X38/ X 0'-6"a8 L4X4X38/ X 0'-6"

m9

HP4

HR5

SS3

3'-2316/ "

C2 HSS4X4X38/1C1 HSS4X4X38/

3"6"

14/ " CAP

2" CONCRETE FILL@ TOP LANDING

a6 L2X2X316/ X 2'-4 34/ "

SS1

m19

HR3

TR4

HP2

BR2

B3 C8X11.5

3"61

2/ " 178/ "

3"

BR7

SS4

BR6

SS5

C3 HSS4X4X38/

1 12/ " CONCRETE FILL

34/ " PICKETS

BR2

BR2

2'-5

1 2/ "4

RIS

ERS

@ 7

38/

3'-512/ "

213 16/

"6"

3"6"

PIECE OFMC12X10.6

a9 L4X4X38/ X 0'-6" a9 L4X4X38/ X 0'-6"

M11 L2X2X316/ X 3'-3 916/ "

M2 L2X2X316/ X 2'-8 12/ "

SS6

m8C3 HSS4X4X38/

HP7

BR5

HP10

TR11

HR11

HR8

TR9

1 12/ " SCH. 40HANDRAIL

HSS1-12/ "X1-12/ "X14/ "TOP & BOTTOM RAIL

TR6

Tekl

a st

ruct

ures

REV.

Project No. :

Detailer :

Project :

Status :

DraftingServices.com

Not Set

SEAL ENGINEER

DATE BY DESCRIPTION

Comment:

Holes: Client:

Weld: E70XXELECT Drawing No.

Grade:

Coating:

Date: 04-17-2018

Phase:

Checker: M-04

0 04/17/18 ISSUED FOR APPROVAL1

4'-10"

14'-0"

4 - 4SCALE: 1" = 1'-0"

3'-81516/ "LANDING

9'-1116/ "11 TREADS @ 10

6'-8

1116/

"12

RIS

ERS

@ 7

38/

10'-117 16/ "3'

-53 4/ "

3'-9

1116/

"

3" 3"

9'-2

"

9'-9516/ "

1 12/ " CONCRETE FILL

HSS1-12/ "X1-12/ "X14/ "POSTS @ 4'-0" O.C. MAX.

1 12/ " SCH. 40HANDRAIL

34/ " PICKETS

HSS1-12/ "X1-12/ "X14/ "TOP & BOTTOM RAIL

M3 L2X2X316/ X 2'-4 34/ "

3'-512/ "

a1 L1-14/ X1-14/ X316/ X 0'-9"

BP1 FL12/ "X10" X 0'-10"

M11 L2X2X316/ X 3'-3 916/ "

a8 L4X4X38/ X 0'-6"

C3 HSS4X4X38/

2'-5

5 16/"

4 R

ISER

S @

7 3

8/

3"61

8/ "

BP1 FL12/ "X10" X 0'-10"

p4 FL38/ "X4" X 0'-4"

a8 L4X4X38/ X 0'-6"

B3 C8X11.5

C3 HSS4X4X38/

HP9

TR10

TR11

HR10

HR11

3316/

"51

5 16/"

HSS1-12/ X1-12/ X14/

m6

p4 FL38/ "X4" X 0'-4"

HP3

BR2

TR5

HP6

HR4

4"

MC12X10.6 STRINGER

BR2

3'-2316/ "

BP1 FL12/ "X10" X 0'-10"

BP1 FL12/ "X10" X 0'-10"

p4 FL38/ "X4" X 0'-4"

a8 L4X4X38/ X 0'-6"a8 L4X4X38/ X 0'-6"

1C1 HSS4X4X38/ 1C1 HSS4X4X38/

1'-0"

2'-1

0"

2"4"

6"

612/ "

HR1

SS1

TR3

HP1

pkt1

pkt2

HR4

TR5TR1

TR2

BR1

BR2

B3 C8X11.5

Tekl

a st

ruct

ures

REV.

Project No. :

Detailer :

Project :

Status :

DraftingServices.com

Not Set

SEAL ENGINEER

DATE BY DESCRIPTION

Comment:

Holes: Client:

Weld: E70XXELECT Drawing No.

Grade:

Coating:

Date: 04-17-2018

Phase:

Checker: M-05

0 04/17/18 ISSUED FOR APPROVAL1