sample drawing: stair stringer detail€¦ · jan 23 2020 12:20:52 customer: aess cat. job no.:...
TRANSCRIPT
![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](https://reader035.vdocument.in/reader035/viewer/2022071000/5fbc5709321d70541d7482be/html5/thumbnails/1.jpg)
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](https://reader035.vdocument.in/reader035/viewer/2022071000/5fbc5709321d70541d7482be/html5/thumbnails/2.jpg)
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](https://reader035.vdocument.in/reader035/viewer/2022071000/5fbc5709321d70541d7482be/html5/thumbnails/3.jpg)
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](https://reader035.vdocument.in/reader035/viewer/2022071000/5fbc5709321d70541d7482be/html5/thumbnails/4.jpg)
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](https://reader035.vdocument.in/reader035/viewer/2022071000/5fbc5709321d70541d7482be/html5/thumbnails/5.jpg)
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](https://reader035.vdocument.in/reader035/viewer/2022071000/5fbc5709321d70541d7482be/html5/thumbnails/6.jpg)
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](https://reader035.vdocument.in/reader035/viewer/2022071000/5fbc5709321d70541d7482be/html5/thumbnails/7.jpg)
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
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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
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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
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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
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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
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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
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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