sample drawing: stair stringer detail€¦ · jan 23 2020 12:20:52 customer: aess cat. job no.:...

13
Jan 23 2020 12:20:52 CUSTOMER: AESS CAT. JOB NO.: LOCATION: ARCH./ENGINEER UNLESS NOTED CH. BY: DATE BOLTS UNLESS NOTED HOLES SHOP PAINT DR. BY: JOB NAME: SHT. NO.: BILL OF MATERIAL SEQ QTY TOTAL PC MARK MINOR MARK DESCRIPTION LENGTH REMARKS STEEL GRADE WEIGHT TOTAL ADVANCE MILL # Total weight : ST2-1106 2 DESCRIPTION ALL WELDING TO BE DONE IN ACCORDANCE WITH ANSI/AWS D1.1, STRUCTURAL WELDING CODE - STEEL, OF LATEST ISSUE, UNLESS NOTED OTHERWISE. CKD MADE DATE REV 0 --- ST2-1106 ONE STAIR STRINGER ST2-1106 284 1M 1 MC12x14.3 13 0 186 ST2-1106R A529-50 1 MC12x14.3 4 4 62 ST2-1106R1 A529-50 11 L1 1 / 2 x1 1 / 2 x 3 / 16 0 8 1 / 2 14 a389 A529-50 10 L1 1 / 2 x1 1 / 2 x 3 / 16 0 4 1 / 2 7 a432 A529-50 1 L3x3x 3 / 8 0 4 2 a571 A529-50 1 L3x3x 3 / 8 0 3 2 a551 A529-50 1 L3x3x 1 / 4 0 5 1 / 2 2 a352 A529-50 4 FB 3 / 8 x3 0 6 1 / 2 8 p365 A36 1 FB 1 / 4 x1 1 / 2 0 4 1 / 2 0 p364 A36 FIELD BOLTS 1 3 / 4 Dia 0 5 1 / 2 KWIK III 1 3 / 4 9 1 / 2 32 1 3 / 4 3 1 / 2 12 3 1 / 2 12 A (TYP) A B B 4 REQ'D 1-FB 3 / 8 x3x0-6 1 / 2 p365 1-L3x3x 3 / 8 x0-4 a571 NS 1 3 / 4 GOL 1-L3x3x 1 / 4 x0-5 1 / 2 a352 NS 10 REQ'D 1-L1 1 / 2 x1 1 / 2 x 3 / 16 x0-4 1 / 2 a432 NS 11 REQ'D 1-L1 1 / 2 x1 1 / 2 x 3 / 16 x0-8 1 / 2 a389 NS 1-L3x3x 3 / 8 x0-3 a551 NS 1-FB 1 / 4 x1 1 / 2 x0-4 1 / 2 p364 NS Section A-A ST2-1106 Section B-B ST2-1106 ONE STAIR STRINGER ST2-1106 2 1 / 8 4-4 7 13 / 16 1-0 1-0 1-0 8 3 / 16 1 1 / 2 4 11 / 16 6 3 / 16 1 1 / 2 8 5 3 / 16 2 1 / 8 4 7 1 / 2 4-4 14-9 1 / 8 10-5 1 / 8 11 SPA @ 13 1 / 16 (-)=11-11 7 / 16 1 / 8 4 13 / 16 12-4 3 / 8 1 11 / 16 TYP 4 7 / 16 3 6 3 / 16 9 3 / 16 1 13 / 16 1 13 / 16 1 / 4 7 3 / 4 15-2 7 / 16 CHECK DIMENSION 3-10 3 / 8 3 1 / 2 4 7 11 RISERS @ 7=6-5 7-4 1-4 11 / 16 10 SPA @ 1-1 1 / 16 (-)=10-10 3 / 8 1 5 / 16 1-6 15 / 16 9 SPA @ 1-1 1 / 16 (-)=9-9 5 / 16 1-0 1 / 8 8 3 / 16 TYP 1 / 4 1 / 4 3 SIDES 3 / 16 3 SIDES 3 / 16 3 SIDES 3 / 16 CJP 3 / 16 3 SIDES-TYP 1 / 8 3 SIDES-TYP 1 / 8 12 12 45.00 12 7 5 / 8 32.47 ST2-1106R1 NOSING LINE TOP OF STRINGER ST2-1106R T/LANDING EL 107-0 T/LANDING EL 100-0 8 1 / 2 TYP 4 TYP 1 11 / 16 TYP 3 11 / 16 TYP 2 TYP 4 1 / 2 TYP 4 7 / 16 TYP 3 3 / 4 TYPICAL DETAIL 284 SAMPLE DRAWING: STAIR STRINGER DETAIL

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Page 1: SAMPLE DRAWING: STAIR STRINGER DETAIL€¦ · jan 23 2020 12:20:52 customer: aess cat. job no.: location: arch./engineer unless noted ch. by: date bolts unless notedholes shop paint

Jan 2

3 202

012

:20:

52

CUSTOMER:

AESS CAT.

JOB NO.:

LOCATION:

ARCH./ENGINEER

UNLESS NOTED

CH. BY:

DATE

BOLTS UNLESS NOTED HOLES

SHOP PAINT

DR. BY:

JOB NAME:

SHT. NO.:

BILL OF MATERIAL

SEQQTY

TOTALPC

MARKMINORMARK DESCRIPTION

LENGTHREMARKS

STEELGRADE

WEIGHTTOTAL

ADVANCEMILL #

Total weight :

ST2-1106 2DESCRIPTION

ALL WELDING TO BEDONE IN ACCORDANCEWITH ANSI/AWS D1.1,STRUCTURAL WELDINGCODE - STEEL, OF LATESTISSUE, UNLESS NOTEDOTHERWISE.

CKDMADE DATEREV0

---

ST2-1106

ONE STAIR STRINGERST2-1106 2841M1 MC12x14.3 13 0 186ST2-1106R A529-501 MC12x14.3 4 4 62ST2-1106R1 A529-50

11 L11/2x11/2x3/16 0 81/2 14a389 A529-5010 L11/2x11/2x3/16 0 41/2 7a432 A529-50

1 L3x3x3/8 0 4 2a571 A529-501 L3x3x3/8 0 3 2a551 A529-501 L3x3x1/4 0 51/2 2a352 A529-504 FB3/8x3 0 61/2 8p365 A361 FB1/4x11/2 0 41/2 0p364 A36

FIELD BOLTS1 3/4 Dia 0 51/2 KWIK III

13/4

91/ 2

3 2

13/ 4

31/2

12

3 1/2

12

A (TYP)

A

B

B

4 REQ'D1-FB3/8x3x0-61/2 p365

1-L3x3x3/8x0-4 a571 NS13/4 GOL

1-L3x3x1/4x0-51/2 a352 NS

10 REQ'D1-L11/2x11/2x3/16x0-41/2 a432 NS

11 REQ'D1-L11/2x11/2x3/16x0-81/2 a389 NS

1-L3x3x3/8x0-3 a551 NS

1-FB1/4x11/2x0-41/2 p364 NS

Section A-AST2-1106

Section B-BST2-1106

ONE STAIR STRINGER ST2-1106

21/8

4-4

713/16 1-0 1-0 1-0 83/16

11/2 411/16

63/16

11/ 2

8

5

3/16

21/8

471

/ 2

4-4

14-91/8

10-51/8

11 SPA @ 13 1/16(-)=11-11 7/16

1/8

4 13/16

12-4 3/8

111 / 16

TYP

4 7/16

3 63/16

93/16

113/16

113/16 1/4

73/ 4

15-2 7/16CHECK DIMENSION

3-103/8 31/2

47

11 R

ISERS

@ 7=

6-5

7-4

1-4 11/16

10 SPA @ 1-1 1/16(-)=10-10 3/8

1 5/16

1-6 15/16

9 SPA @ 1-1 1/16(-)=9-9 5/16

1-0 1/8

8

3/16

TYP 1/4

1/4

3 SIDES3/16

3 SIDES 3/16

3 SIDES3/16

CJP3/16

3 SIDES-TYP 1/8

3 SIDES-TYP 1/8

12

1245.00

12

75/832.47

ST2-1106R1

NOSING LINE

TOP OF STRINGER

ST2-1106R

T/LA

NDIN

GEL

107-

0T/

LAND

ING

EL 10

0-0

81/2TYP

4TYP

111 / 16

TYP

311 /

16TY

P

2 TYP41

/ 2TY

P47

/ 16

TYP

33 / 4

TYPICAL DETAIL

284

SAMPLE DRAWING: STAIR STRINGER DETAIL

Page 2: SAMPLE DRAWING: STAIR STRINGER DETAIL€¦ · jan 23 2020 12:20:52 customer: aess cat. job no.: location: arch./engineer unless noted ch. by: date bolts unless notedholes shop paint

23/4TYP

7TYP

111 / 16

TYP

15/ 1

6TY

P2 TY

P

715 /

16TY

P

Jan 1

5 202

018

:38:

36

CUSTOMER:

AESS CAT.

JOB NO.:

LOCATION:

ARCH./ENGINEER

UNLESS NOTED

CH. BY:

DATE

BOLTS UNLESS NOTED HOLES

SHOP PAINT

DR. BY:

JOB NAME:

SHT. NO.:

BILL OF MATERIAL

SEQQTY

TOTALPC

MARKMINORMARK DESCRIPTION

LENGTHREMARKS

STEELGRADE

WEIGHTTOTAL

ADVANCEMILL #

Total weight :

DESCRIPTION

ALL WELDING TO BEDONE IN ACCORDANCEWITH ANSI/AWS D1.1,STRUCTURAL WELDINGCODE - STEEL, OF LATESTISSUE, UNLESS NOTEDOTHERWISE.

CKDMADE DATEREV

13/16"DIA---

3/4" Dia A325N

STAIR ST1-1

PNTTYPICAL TREAD SUPPORT DETAIL

7/16

ONE STAIRST1-1102 3181M1 C12x20.7 13 0 269ST1-1102R A529-501 C12x20.7 1 97/8 38ST1-1102R1 A529-501 L3x3x3/8 0 3 2a551 A529-501 L2x2x1/4 1 5 5a582 A529-502 FB3/8x31/2 0 6 4p273 A36

FIELD BOLTS1 3/4 Dia 0 51/2 KWIK III

B

B

A

A

1-L2x2x1/4x1-5 a582

ONE STAIR ST1-1102

215 /

16

3

13/ 4

11/2

31/ 2

1-97/8

7/8 11/81-9

11/2

11/2 2

63/ 1

63

2

9-715/16

111 / 16

TYP

12-4 5/16

11 R

ISERS

@ 7=

6-5

7-4

31/8

11-4

13 / 16

2-13 / 8

3-23 / 8

4-37 / 16

5-41 / 2

6-51 / 2

7-69 / 168-7

9 / 16

1-97/8

10-3

3 / 4

9-23 / 4

12-8 13/16

1-05 / 16

1/8

12-3

4 13/16

11 TREADS @ 11=10-1 121/8

83/ 8

6-75

/ 8

4 1/2

10-9

11 / 16

63/ 1

6

1-63/8

43/ 1

6

3

31/2

63/ 1

63

41/2411/16

13-1 5/16CHECK DIMENSION

315 / 16

TYP

33/ 4

TYP

45/ 16

TYP

67/ 16

9-85 / 8

93/16

7

11-10

11 / 16

4

11 SPA @ 13 1/16(-)=11-11 7/16

11/8

11-9 9/16

3/8

3 1/2

7 3/4

2-81 / 2

1-77 / 16

3-99 / 16

4-109

/ 16

5-115

/ 8

8-111 / 16

1-0

7-05 / 8

23/4 1-5

7/8

TYP 1/4

1/4

CJP

3 SIDES3/16

3 SIDES 3/16 2-12

12

75/832.47

31/2

12

3 1/2

12

1-L3x3x3/8x0-3 a551

ST1-1102

1-FB3/8x31/2x0-6 p273

ST1-1102

1-FB3/8x31/2x0-6 p273

Section B-B

Section A-A

ST1-1102R

ST1-1102R1

T/LA

NDIN

GEL

107-

0T/

LAND

ING

EL 10

0-0

NOSING LINE

TOP OF STRINGER

13/16x1

13/16x1

318

SAMPLE DRAWING: STAIR STRINGER DETAIL

Page 3: SAMPLE DRAWING: STAIR STRINGER DETAIL€¦ · jan 23 2020 12:20:52 customer: aess cat. job no.: location: arch./engineer unless noted ch. by: date bolts unless notedholes shop paint

REV DATE

LOCATION

SHEET #CHECKEDPAINT

CONTRACTOR

DRAWN JOB #HOLES

1192UNLESS NOTED

DESCRIPTIONREFERENCE

PROJECT APPROVAL/FABRICATION/REVISION

ARCHITECT

SSPC- SP3SURFACE PREP.

STD. SHOP PRIMER13/16"DIA.

E109

ONE STAIR RAIL1192H1 24981 PIPE 11/2 STD1192H1 64 0 174TOTAL LENGTH A53 9-3

24 HSS3/4x3/4x1/8hss2162 160 0 2323TOTAL LENGTHA500B

7 RB5/8rb46 0 37/8 0A36

BILL OF MATERIALLINE QTY PC LENGTH WEIGHT ADVANCE

# TOTAL MARK DESCRIPTION REMARKS TOTAL MILL #

A

A

ONE STAIR RAIL 1192H1

Section A-A1192H1

37/16 2-513/16 3-91/2 3-97/16 3-91/2 3-97/16

18-95/8

101/2

2-6

8

3-2

3-10 5/16

4-4 1/8

4-4 1/8

4-4 3/16

16-10 3/4

53/8

17-711/16

3-11 / 2

8-31 / 8

2-015

/ 16

3-17 / 1

6TY

P

27 / 8 TYP

11 / 16

TYP

11 TYP

99 / 16TYP

21/2

11-45 / 8

37 / 16

47 / 16

33/8 2-513/16 3-91/2 3-97/16 3-91/2 3-97/16 101/2

18-95/8

37 / 16

11/2

2-61 / 1

68

3-21 / 1

6

1011

/ 16

211/ 16

33/8

27/16 15/16

41/2

43 / 16

51 / 2

3-3

7 SPA

@ 43 / 1

6= 2-5

5 / 16

73/16TYP

311 / 16

35 / 8

311 / 16

35 / 8311 / 16

35 / 835 / 8

37 / 8

33 / 4415

/ 167 S

PA @

43 / 16 =

2-55 / 1

6

2-111/8

2-315/16

3-9 1/8

3TYP

21 / 2TYP

4-2

4-2

4-1 15/16

5/8

11/2

211/ 16

111 / 8

1-113

/ 16

TYP

TYP

TYP 3/16

3/16

TYP3/16

TYP 3/16

31/8

123 1/8

12

1263/429.28

127

127

TYP DETAIL

STAIR B - STB1

CNTR1-HSS hss2162

7 REQ'DCNTR

1-RB rb46

TYP DETAIL

NOSING LINE

R=2TYP

R=2

R=2

(POST)1-PIPE 11/2 STD

R=2

SAMPLE DRAWING: STAIR RAIL DETAIL

Page 4: SAMPLE DRAWING: STAIR STRINGER DETAIL€¦ · jan 23 2020 12:20:52 customer: aess cat. job no.: location: arch./engineer unless noted ch. by: date bolts unless notedholes shop paint

MINORMARK

QTY STEELREMARKSTOTAL

LENGTHGRADE TOTALMARK DESCRIPTION

WEIGHTBILL OF MATERIAL

PC

ONE WALLRAIL001-WR1 401 PIPE 11/4 STD 16 17/8 37001-WR1 A500B5 0 13/4 3(BUYOUT)WAGNER#1251 A36

ONE WALLRAIL001-WR2 401 PIPE 11/4 STD 16 13/4 37001-WR2 A500B5 0 13/4 3(BUYOUT)WAGNER#1251 A36

12

79/16

ONE WALLRAIL 001-WR1

23 / 8

13-93/8

23 / 8

6 3-21/4 3-45/83-45/8 6

13-95/16

2-913/16

14-1

3-01 / 2

3-01 / 2

4-0

4-0

1-111/16

7-62-1

01 / 2

13/ 16

2-39 / 1

6

12 SPA @ 1-1(-)=12-1115 / 16

615/ 16

2-101 / 2

12 TREADS @ 11=11-0

12 RI

SERS @

615/ 16

(-)=6-1

11 / 16

615/ 16

1-0

2-101 / 2

TO WALLRETURN

TO WALLRETURN

TYPR=213/16

(BUYOUT)5 REQ'DWAGNER#1251

12

79/16

ONE WALLRAIL 001-WR2

1-0

615/ 16

12 RI

SERS @

615/ 16

(-)=6-1

11 / 16

2-101 / 2

615/ 16

2-39 / 1

6

13/ 16

2-101 / 2

7-6

1-11 12 TREADS @ 11=11-0

12 SPA @ 1-1(-)=12-1115 / 16

3-07 / 16

4-0

4-0

3-01 / 2

14-015 / 16

6 3-21/4 3-45/8 3-45/8 2-97/8 6

13-93/8

2-101 / 2

23 / 8

13-93/8

23 / 8

(BUYOUT)5 REQ'DWAGNER#1251

TYPR=213/16

TO WALLRETURN

TO WALLRETURN

CUSTOMER:

AESS CAT.

JOB NO.:

LOCATION:

ARCH./ENGINEER

UNLESS NOTED

CH. BY:

DATE

BOLTS UNLESS NOTED HOLES

SHOP PAINT

DR. BY:

JOB NAME:

SHT. NO.:

13/16"DIA---

3/4" Dia A325N

PNT

SAMPLE DRAWING: WALL RAIL DETAILS

Page 5: SAMPLE DRAWING: STAIR STRINGER DETAIL€¦ · jan 23 2020 12:20:52 customer: aess cat. job no.: location: arch./engineer unless noted ch. by: date bolts unless notedholes shop paint

Jan 2

3 202

012

:07:

47

CUSTOMER:

AESS CAT.

JOB NO.:

LOCATION:

ARCH./ENGINEER

UNLESS NOTED

CH. BY:

DATE

BOLTS UNLESS NOTED HOLES

SHOP PAINT

DR. BY:

JOB NAME:

SHT. NO.:

BILL OF MATERIAL

SEQQTY

TOTALPC

MARKMINORMARK DESCRIPTION

LENGTHREMARKS

STEELGRADE

WEIGHTTOTAL

ADVANCEMILL #

Total weight :

H1108 2DESCRIPTION

ALL WELDING TO BEDONE IN ACCORDANCEWITH ANSI/AWS D1.1,STRUCTURAL WELDINGCODE - STEEL, OF LATESTISSUE, UNLESS NOTEDOTHERWISE.

CKDMADE DATEREV0

---

H1108

ONE HAND RAILH1108 761M1 PIPE 11/4 STD 29 2 66TOTAL LENGTHH1108 A500-B

23 RB3/4 2 73/16 10rd41 A36

23 REQ'D1-RB3/4x2-73/16 rd41

ONE HAND RAIL H1108

3-6

443-

2

45/ 1

62-

911 /

1613/16 13/1643/841/16 6 SPA @ 313/16=1-107/8 43/8 7 SPA @ 313/16=2-211/16 37/16 41/1637/16 7 SPA @ 313/16=2-211/16

8-511/16

2-75/16 2-101/2 2-103/16

TYP 3/16TYP @ BOTH END3/16

TYPRAD.=31/2

EL: 107-4TOP/STEEL

TOP OF LANDINGEL: 107-0

(BOTTOM RAIL)1-PIPE 11/4 STD

(POST)1-PIPE 11/4 STD

(TOP RAIL)1-PIPE 11/4 STD

76

SAMPLE DRAWING: HAND RAIL DETAIL

Page 6: SAMPLE DRAWING: STAIR STRINGER DETAIL€¦ · jan 23 2020 12:20:52 customer: aess cat. job no.: location: arch./engineer unless noted ch. by: date bolts unless notedholes shop paint

NOTES:CLEAN: SSPC-SP3PAINT: STD SHOP PRIMER U.N.OHOLES ARE 13/16 Dia. U.N.O.

BILL OF MATERIAL

615

DATE

REV

DESCRIPTION:

DETAILERSCALE

REVIS

ION DE

SCRIP

TION

CHECKER

SHEET # :

DATEJOB #

LINE#

QTYTOTAL

PCMARK DESCRIPTION

LENGTHREMARKS

WEIGHTTOTAL

ADVANCEMILL #

MISC DETAILS

1-p86CNTR

4 HANDRAILS 615HR1

1-01-6

3-31 / 1

615

/ 16

5-10

3-415/16 2-71/16

6-17/8

15/16 15/16

3-415/16 2-71/1615/16 15/16

6-17/8

1-03/4 2-43/16

1 / 2

62-9

1 / 16

3-37 / 1

61-3

9 / 16

1-21 / 1

6

5-91 / 1

6

62-9

7 / 16

63-1

2-7 1/2

2-10 3/4

11 7/16

6-5 11/16

TYP1/4

12626.57

1251/4

23.75

1251/423.75

RADIUS = 3

TOP OF SLABEL 10

2-6

TOP OF SLAB EL 10

0-0

RADIUS = 3

1-pl37CNTR

1-pl37

6-81/8

15/16 6-63/16 1

21 / 16

1 / 4

25 / 16

21 / 16

1 / 4

25 / 16

21/2

11/2

6-81/8

5-7 1/8

1013/16

51/16 53/4

15/ 16

41/4 51/16

2-9 13/16

2-9 5/16

5-0 95/16

1-27 / 8

1-31 / 8

2-61/4 2-53/4

2-6

31 / 16

2-6

5-31 / 1

6

111/8 9

2-91 / 1

6

2-10

62-3

1 / 16

1-0

6-81/8

4-0

15/ 16

12626.57

RADIUS = 2RADIUS = 2

Section A-AWALL BRACKET

WAGNER # 1765TYP. 621HR2

11/2" WALL RAIL PIPE

A

A(TYP)

WP

WP

NOSING LINE

1-p43CNTR

1-rd11CNTR

1-rd8CNTR18 REQ'D 1-p44

CNTR

4 GUARDRAILS 615HR3

1

6-11/16 1

6-21/16

1

2-8 3-51/16

1/2

21/16 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 31/2 31/2

15/ 16

15/ 16

17 / 871 / 1

68

15/ 16

1-4

1 / 2

1

6-21/16

35 / 8NO

PAINT

ALL A

ROUN

D

35 / 8NO

PAINT

ALL A

ROUN

D37 / 1

6

71 / 16

815/ 16

1/4 1/4

TYPRADIUS = 3

TYP

1-rd11CNTR

EL 10

4-95 / 8

TOP OF CONCRETE

EL. 10

5-10

TOP OF GUARD RAIL

4 MISC615HR1 1794 PIPE 11/2 STD615HR1 12 83/4 141A500B4 PIPE 11/2 STDp86 3 65/8 38A500B

2 WALLRAIL615HR2 432 PIPE 11/2 STD615HR2 7 89/16 42A500B4 PL1/4x17/8pl37 1A366 WAGNER WALL BRACKET WAGNER#1765

4 GUARDRAIL615HR3 1754 PIPE 11/2 STD615HR3 6 71/16 72A500B4 PIPE 11/2 STDp43 6 05/8 66A500B4 PIPE 11/2 STDp44 0 69/16 6A500B8 RB11/2rd11 0 2 8A36

72 RB1/2rd8 0 61/8 24A36

2 WALLRAILS 615HR2

SAMPLE DRAWING: HANDRAIL, WALLRAIL & GUARDRAIL DETAILS

Page 7: SAMPLE DRAWING: STAIR STRINGER DETAIL€¦ · jan 23 2020 12:20:52 customer: aess cat. job no.: location: arch./engineer unless noted ch. by: date bolts unless notedholes shop paint

SHIP LADDER DETAILS

606

NTS

PAGE:

SCALE:

DATE

REVIS

IONS:

CHECKED:

DESCRIPTION:

DATE:DRAWN:

NO.

JOB #

BILL OF MATERIALLINE

#QTY

TOTALPC

MARK DESCRIPTIONLENGTH

REMARKSWEIGHTTOTAL

ADVANCEMILL #

SHIP LADDER NOTE:

ALUMINIUM SHIP LADDER DETAILED FOR LAYOUT ONLY. ACCESS SHIP LADDER BY O'KEEFFE'S INC.(MODEL 523)

NOTES:CLEAN: -PAINT: -HOLES ARE 13/16 Dia. U.N.O.

WORK THIS SHEETWITH SHEET 606A

1

1

1NOSING LINE

8-93/8

88-13/8

14 TREADS @ 65/8(+)=7-815/1659/16 11/8

14-11 / 8

14 RI

SERS @

111 / 2

=13-5

81 / 8

15-51

5 / 16

93 / 8

9 / 16

615/16

12

30.00

615/16

12615 / 16

12

615/16

12

30.00

615/16

12

6 15/1612

615/16

12

30.00

615/16

12

30.00

A (TYP)

A

B B

1-pl4898 REQ'D

1-pl4898 REQ'D

1-a783 NS

1-p474CNTR

1-p4727 REQ'DCNTR

1-pl473CNTR

1-p471CNTR

Section A-A606SL1

ONE SHIP LADDER 606SL1SHOP BOLTS: 32-1/4x11/2 A325

5/16

9/16

9/16

11/2 3 11/2

6

13 / 413 / 4

11/2 3 11/2

6

1 / 43-5

3 / 4

1 / 4

3-03-0

21 / 421 / 8

63/4 11/4

37/16 49/16

35 / 16

15-83 / 8

37 / 16

41/8TYP

11 / 4 TYP

7 / 16

1 / 2

3

3

2-6

2-6

2-6

2-6

2-6

59 / 16

2-111 / 4

1 / 4

2-31 / 4

15-10

13 / 16

1-15 / 16

1-11 / 4

1-11 / 4

1-15 / 16

1-11 / 4

1-15 / 16

1-11 / 4

1-15 / 16

1-11 / 4

1-15 / 16

1-11 / 4

1-15 / 16

1-11 / 4

1-15 / 16

11 3/4TYP 1/4TYP1-0TYP

2

1 1

2

1 1

2

17 / 16

17 / 16

27 / 8

17 / 16

17 / 16

27 / 8

3-0

3-21/16

2-101 / 1

6711

/ 16

3-6

11/2 7/16

65/8TYP

111 / 2 TYP

111/16

3 SIDES-TYP3/16

TYP3/16

TYP

TYP3/16

615/16

12

30.00

1-pl473CNTR

1-gt15GRATING THREADS15 REQ'D

WP

WP

T/FLO

OREL

101-6

T/EL 1

15-71 / 8

5/16

ONE SHIP LADDER606SL1 877ALUMININUM1 C6x10.5606SL1L1 0 8 7A361 C6x10.5606SL1R1 0 8 5A361 C6x10.5606SL1L 17 11/8 168A361 C6x10.5606SL1R 17 11/8 168A361 PIPE 11/4 STDp473 16 17/16 36A500C1 PIPE 11/4 STDp474 16 17/16 36A500C2 PIPE 11/4 STDp471 3 51/2 16A500C7 PIPE 11/4 STDp470 0 113/8 15A500C7 PIPE 11/4 STDp472 0 113/8 15A500C2 L3x3x1/4a783 0 6 5A36

16 PL1/4x2pl489 0 4 9A364 PL1/4x111/16pl473 1A36

15 GT11/4x41/8gt15 3 0 39632 1/4 Dia A325 0 11/2 1+1FL WASH

FIELD BOLTS4 3/4 Dia A325 0 13/4 +1HD WASH4 1/2 Dia 0 4 (TruBolt Wedge Anchor)

SAMPLE DRAWING: SHIP LADDER DETAIL

Page 8: SAMPLE DRAWING: STAIR STRINGER DETAIL€¦ · jan 23 2020 12:20:52 customer: aess cat. job no.: location: arch./engineer unless noted ch. by: date bolts unless notedholes shop paint

NOTES:CLEAN: SSPC-SP3PAINT: STD SHOP PRIMER U.N.OHOLES ARE 13/16 Dia. U.N.O.

BILL OF MATERIAL

626

DATE

REV

DESCRIPTION:

DETAILERSCALE

REVIS

ION DE

SCRIP

TION

CHECKER

SHEET # :

DATEJOB #

LINE#

QTYTOTAL

PCMARK DESCRIPTION

LENGTHREMARKS

WEIGHTTOTAL

ADVANCEMILL #

LADDER DETAILS

Wp EL

117-9

EL 10

0-0

B B

1-fl21

1-p3151-p315

1-fl21

1-p316

1-p316

1-p316

1-p316

1-rd1017 REQ'D

1-p316

1-p316

1-p316

1-p316

Section A-A626L1

Section B-B626L1

ONE LADDER 626L1

9/169/16

9/16

9/16

2

11 / 4 TYP

11 / 4 TYP 11 / 4 TYP

17-9

1-0

11

21 / 221 / 2

21 / 221 / 2

63 / 4

11 / 4 TYP

4-75-0

16-0

16 SP

A @ 1-

0 = 16

-0

1-71 / 4

9

6-0

1-0 TYP

1-016

-016

SPA @

1-0 =

16-0

9

211

21 / 221 / 2

21 / 221 / 2

63 / 44-7

5-01-7

1 / 46-0

112

13/4 1-0 1-0 13/4

2-31/2

13/4 1-0 1-0 13/4

11 / 411 / 4

11 / 411 / 4

1-0 1-01/2 3/8 3/8 1/2

13/4 93/4 93/4 13/4

91

10 91

10

1-0 1-0

91

10

11/4 13/4 13/4 11/4

3 3

91

10

11 2

3/81/8

3 / 4" D

IA

1-11111/2 111/2

TYP1/4TYP 1/4

GROUND SMOOTH TYP 13/16G

A A (TYP)

LADDER

LADDER

TYPICAL RUNG DETAIL

HOLES FORRUNG

RUNGS LADDER LADDER

9/16

9/16

13/16

ONE LADDER626L1 1972 FL1/2x2fl21 17 9 118A368 PL3/8x125/16p316 0 21/2 26BENT A362 PL3/8x65/16p315 0 2 3BENT A36

17 RB3/4rd10 1 113/4 50A36

FIELD BOLTS2 1/2 Dia HILTI KWIK BOLT 3 0 21/2 2 1/2 Dia HILTI KWIK BOLT 3 0 21/2 6 1/2 Dia LAG BOLT 0 21/2

SAMPLE DRAWING: LADDER DETAIL

Page 9: SAMPLE DRAWING: STAIR STRINGER DETAIL€¦ · jan 23 2020 12:20:52 customer: aess cat. job no.: location: arch./engineer unless noted ch. by: date bolts unless notedholes shop paint

CUSTOMER:

AESS CAT.

JOB NO.:

LOCATION:

ARCH./ENGINEER

UNLESS NOTED

CH. BY:

DATE

BOLTS UNLESS NOTED HOLES

SHOP PAINT

DR. BY:

JOB NAME:

13/16"DIA---

3/4" Dia A325N

PNT

SAMPLE DRAWING: CAGED LADDER DETAIL

Page 10: SAMPLE DRAWING: STAIR STRINGER DETAIL€¦ · jan 23 2020 12:20:52 customer: aess cat. job no.: location: arch./engineer unless noted ch. by: date bolts unless notedholes shop paint

61 /2

BILL OF MATERIALLINE

#QTY

TOTALPC

MARK DESCRIPTIONLENGTH

REMARKSWEIGHTTOTAL

ADVANCEMILL #

1-PIPE hss327(CNTR)

1-PIPE hss327(CNTR)

1-RND BAR rb47(CNTR'D ON PLATE)

1-TS hss334

1-FL f47CNTR

1-TS hss333

1-TS hss332

1-RND BAR rb56 NS

1-PIPE hss3362 REQ'D(CNTR'D ON PLATE)

1-L a323

1-L a323

1-TS hss333

1-L a325

1-PL p203(CNTR)

1-PL p203(CNTR)

Section A-A162M1

Section B-B162M1

ONE GATE 162M1

23/4

299 /

1681 /

8

1-711

/ 16

23-3

1 /2

3-31 /

22

2

23 /4

2 2

299 /

1681 /

8

1-711

/ 16

2 5

4 2

5-101/2

223 /4

5

1 5

6

2

3 /4

2

41 /16

TYP

23-6

1 /2

3-61 /

2

41 /16

TYP

3-37 /

16TY

P3-3

7 /16

TYP

2

7-5

5-27/16TYP

41/16TYP

41/16TYP

66

9

7-5

94-1

1

5-101/2

25-61/22

1 10

1 10

21 /8

4

6-41/2

6

22

5-61/2 2

55

1 52

1-95-8

15 /16

11/16

1/4 2@122@12

TYP AT ALL CORNER

TYP1/4 2@122@12

TYP 1/4

1/4

PLATE TO HSS 3/16

3/16

PLATE TO HSS

TYPHSS TO HSS 1/4

1/4

TYPHSS TO HSS

TYPAT CORNERS

TYP 1/4 2@122@12

12

12

12

12

12

1212

12

12

12

DETAIL-1

11/2, "B" DECKINFILL; TYP. PER GATE(GALVANIZED)

C CDETAIL-1

11/2, "B" DECK(WELD AS REQUIRED BY DECK MANUFACTURER)

11/2, "B" DECK(WELD AS REQUIRED BY DECK MANUFACTURER)

A A

B

B

D

D

162M1Section C-C

162M1Section D-D

1-TS hss332

1-L a325

1-L a323

1-L a325

1-L a325

1-L a323

ONE GATE162M1 914Galv2 HSS4x4x3/8hss332 5 101/2 202A500B2 HSS4x4x3/8hss333 7 5 255A500B1 HSS4x2x3/16hss334 5 21/2 36A500B2 HSS10x0.625hss327 0 6 63A500B2 PIPE 3/4 STDhss336 0 1 0A500B4 L2x2x1/4a323 5 27/16 66A364 L2x2x1/4a325 3 37/16 42A362 PL1/2x1p203 0 6 2A361 FL1/4x4f47 1 9 6A361 RB3/4rb56 2 0 3A361 RB1/2rb47 0 1 0A362 CK11/2x66dk29 3 3 239

CUSTOMER:

AESS CAT.

JOB NO.:

LOCATION:

ARCH./ENGINEER

UNLESS NOTED

CH. BY:

DATE

BOLTS UNLESS NOTED HOLES

SHOP PAINT

DR. BY:

JOB NAME:

SHT. NO.:

13/16"DIA---

3/4" Dia A325N

PNTSAMPLE DRAWING: GATE DETAIL

Page 11: SAMPLE DRAWING: STAIR STRINGER DETAIL€¦ · jan 23 2020 12:20:52 customer: aess cat. job no.: location: arch./engineer unless noted ch. by: date bolts unless notedholes shop paint

CKDMADE SHT. NO.:

UNLESS NOTED

DATE

CH. BY:

UNLESS NOTED

DATEREV

ARCH./ENGINEER

JOB NO.:

ALL WELDING TO BEDONE IN ACCORDANCEWITH ANSI/AWS D1.1,STRUCTURAL WELDINGCODE - STEEL, OF LATESTISSUE, UNLESS NOTEDOTHERWISE.

AESS CAT.

SHOP PAINT

BOLTS HOLES

JOB NAME:

DR. BY:

LOCATION:

DESCRIPTION M32101

CUSTOMER:

---

A0

9 BOLLARDM32101 687SP6-SAFETY YELLOW32M9 PIPE 4 STD 6 111/2 676M32101 A500-B9 RB1/2 0 31/8 0rd3449 A369 RPL1/4x41/2 10p803 A36

BILL OF MATERIALQTY PC MINOR LENGTH STEEL WEIGHT ADVANCE

SEQ TOTAL MARK MARK DESCRIPTION REMARKS GRADE TOTAL MILL #

CNTR1-RPL1/4x41/2 DIA p803

CNTR1-RB1/2x0-31/8 rd3449

9 BOLLARDS M321011 / 4

6-111 / 2

1 / 4

2-113 / 4

NO PA

INT A

LL A

ROUN

D

6-113 / 4

21 / 2

3/16

SAMPLE DRAWING: BOLLARD DETAIL

Page 12: SAMPLE DRAWING: STAIR STRINGER DETAIL€¦ · jan 23 2020 12:20:52 customer: aess cat. job no.: location: arch./engineer unless noted ch. by: date bolts unless notedholes shop paint

REV DATE

LOCATION

SHEET #CHECKED

CONTRACTOR

DRAWN JOB #HOLES

130UNLESS NOTED

DESCRIPTIONREFERENCE

PROJECT APPROVAL/FABRICATION/REVISION

ARCHITECT

13/16"DIA.PAINT

SURFACE PREP.

STD. SHOP PRIMER

SSPC-SP2

ONE MISC130M1 8761 CP1/4x553/8130M1 16 105/16 876A786

ONE CHECKERED PLATE130M2 9251 CP1/4x587/16130M2 16 105/16 925A786

ONE CHECKERED PLATE130M3 7731 CP1/4x6915/16130M3 11 97/16 773A786

BILL OF MATERIALLINE QTY PC LENGTH WEIGHT ADVANCE

# TOTAL MARK DESCRIPTION REMARKS TOTAL MILL #

11/16 11/16

1-27 / 1

61-2

7 / 16

11 / 411 / 4

2-0

11/4 1-315/16 2-0 2-0 2-0 2-0 2-0 2-0 2-0 1-37/8

1-27 / 1

62-0

1-27 / 1

611 / 4

11 / 4

4-73 / 8

16-105/16

11/4

11/4 1-315/16 2-0 2-0 2-0 2-0 2-0 2-0 2-0 1-37/8 11/4

4-17/8 1-61/2 4-101/8 1-61/2 4-95/16

2-73 / 8

1-61 / 2

51 / 2

2-73 / 8

1-61 / 2

51 / 2

ONE MISC 130M1

11/4

2-0

11 / 4

2-0

1-51 / 2

2-0

2-0

2-0

2-0

2-0

2-0

1-53/16

2-0

16-105/16

31 / 16

4-107 / 1

6

1-63/8

2-0

1-311

/ 16

2-0

2-0 4-73 / 8

11/41-315/16

5-03/4

1-37/8 2-0

11-99/16

11 / 41-2

7 / 16

2-01-2

7 / 16

45 / 16

2-0 1-51/8 55/8

4-107 / 1

6

11/1611/16

ONE CHECKERED PLATE 130M2 1-915/162-02-02-01-111/4

11/41-97/162-02-02-02-01-91/211/4

59/1653/41111/169-107/16

311/ 1611 / 4

4-59 / 1

687 / 8

313/ 16

311/ 16

11-97/16

1-11

2-01-1

015/ 16

1111/16 53/4 613/16

11 / 41-1

9 / 16

2-01-1

1 / 287 / 8

313/ 16

5-915

/ 16

11/1611/16

ONE CHECKERED PLATE 130M3SAMPLE DRAWING: CHECKERED PLATE DETAILS

Page 13: SAMPLE DRAWING: STAIR STRINGER DETAIL€¦ · jan 23 2020 12:20:52 customer: aess cat. job no.: location: arch./engineer unless noted ch. by: date bolts unless notedholes shop paint

CKDMADE SHT. NO.:

UNLESS NOTED

DATE

CH. BY:

UNLESS NOTED

DATEREV

ARCH./ENGINEER

JOB NO.:

ALL WELDING TO BEDONE IN ACCORDANCEWITH ANSI/AWS D1.1,STRUCTURAL WELDINGCODE - STEEL, OF LATESTISSUE, UNLESS NOTEDOTHERWISE.

AESS CAT.

SHOP PAINT

BOLTS HOLES

JOB NAME:

DR. BY:

LOCATION:

DESCRIPTION R36101

CUSTOMER:

---

5 GRATING TREADR36101 241PNT36M5 GT11/4x113/4 3 0 19615W4 SMOOTHgt305 FB1/4x31/2 3 0 45p1343 A529-50

BILL OF MATERIALQTY PC MINOR LENGTH STEEL WEIGHT ADVANCE

SEQ TOTAL MARK MARK DESCRIPTION REMARKS GRADE TOTAL MILL #

A

ASection A-A

R361015 GRATING TREADS R36101

3-0

11 / 410

3 / 4

1-0 113 / 4

1 / 4

11 / 4GR

ATIN

G

35/8711/8

113/4

21 / 213 / 4

3 / 4

1/4

11 / 22

31 / 2

TYP 3/16 2-12

NOSINGCHECKERED PLATE

1-FB1/4x31/2x3-0 p1343

WITH 11/4" CHECKERED PLATE NOSING GRATING (SMOOTH SURFACE) 11/4"x3/16" (15-W-4)GRATING TYPE:

7/16 7/16x17/16

SAMPLE DRAWING: GRATING TREAD DETAIL